{"type": "FeatureCollection", "features": [{"id": "21.11116/0000-0003-863B-4", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:26:03Z", "type": "Journal Article", "created": "2019-01-04", "title": "14C\u2010Free Carbon Is a Major Contributor to Cellular Biomass in Geochemically Distinct Groundwater of Shallow Sedimentary Bedrock Aquifers", "description": "Abstract<p>Despite the global significance of the subsurface biosphere, the degree to which it depends on surface organic carbon (OC) is still poorly understood. Here, we compare stable and radiogenic carbon isotope compositions of microbial phospholipid fatty acids (PLFAs) with those of in situ potential microbial C sources to assess the major C sources for subsurface microorganisms in biogeochemical distinct shallow aquifers (Critical Zone Exploratory, Thuringia Germany). Despite the presence of younger OC, the microbes assimilated 14C\uffe2\uff80\uff90free OC to varying degrees; ~31% in groundwater within the oxic zone, ~47% in an iron reduction zone, and ~70% in a sulfate reduction/anammox zone. The persistence of trace amounts of mature and partially biodegraded hydrocarbons suggested that autochthonous petroleum\uffe2\uff80\uff90derived hydrocarbons were a potential 14C\uffe2\uff80\uff90free C source for heterotrophs in the oxic zone. In this zone, \uffce\uff9414C values of dissolved inorganic carbon (\uffe2\uff88\uff92366\uffc2\uffa0\uffc2\uffb1\uffc2\uffa018\uffe2\uff80\uffb0) and 11MeC16:0 (\uffe2\uff88\uff92283\uffc2\uffa0\uffc2\uffb1\uffc2\uffa032\uffe2\uff80\uffb0), an important component in autotrophic nitrite oxidizers, were similar enough to indicate that autotrophy is an important additional C fixation pathway. In anoxic zones, methane as an important C source was unlikely since the 13C\uffe2\uff80\uff90fractionations between the PLFAs and CH4 were inconsistent with kinetic isotope effects associated with methanotrophy. In the sulfate reduction/anammox zone, the strong 14C\uffe2\uff80\uff90depletion of 10MeC16:0 (\uffe2\uff88\uff92942\uffc2\uffa0\uffc2\uffb1\uffc2\uffa022\uffe2\uff80\uffb0), a PLFA common in sulfate reducers, indicated that those bacteria were likely to play a critical part in 14C\uffe2\uff80\uff90free sedimentary OC cycling. Results indicated that the 14C\uffe2\uff80\uff90content of microbial biomass in shallow sedimentary aquifers results from complex interactions between abundance and bioavailability of naturally occurring OC, hydrogeology, and specific microbial metabolisms.</p", "keywords": ["2. Zero hunger", "0301 basic medicine", "0303 health sciences", "assimilation", "Environmental Engineering", "Environmental engineering", "Geology", "subsurface", "15. Life on land", "Civil Engineering", "Physical Geography and Environmental Geoscience", "6. Clean water", "03 medical and health sciences", "Geochemistry", "13. Climate action", "C cycling", "Earth Sciences", "radiocarbon", "PLFA", "microbial function", "Civil engineering", "Hydrology", "Research Articles"]}, "links": [{"href": "https://agupubs.onlinelibrary.wiley.com/doi/pdf/10.1029/2017WR022067"}, {"href": "https://escholarship.org/content/qt28c3v5mf/qt28c3v5mf.pdf"}, {"href": "https://doi.org/21.11116/0000-0003-863B-4"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Water%20Resources%20Research", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "21.11116/0000-0003-863B-4", "name": "item", "description": "21.11116/0000-0003-863B-4", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/21.11116/0000-0003-863B-4"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-03-01T00:00:00Z"}}, {"id": "11579/199942", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:25:30Z", "type": "Journal Article", "created": "2024-12-26", "title": "Impact of Short-Chain Perfluoropropylene Oxide Acids on Biochemical and Behavioural Parameters in Eisenia fetida (Savigny, 1826)", "description": "<?xml version='1.0' encoding='UTF-8'?><article><p>Per- and polyfluoroalkyl substances (PFAS) are a class of persistent organic pollutants that pose a growing threat to environmental and human health. Soil acts as a long-term reservoir for PFAS, potentially impacting soil biodiversity and ecosystem function. Earthworms, as keystone species in soil ecosystems, are particularly vulnerable to PFAS exposure. In this study, we investigated the sublethal effects of three short-chain (C4\u2013C6) next-generation perfluoropropylene oxide acids (PFPOAs) on the earthworm Eisenia fetida, using a legacy perfluoroalkyl carboxylic acid (PFCA), perfluorooctanoic acid (PFOA), as a reference. We assessed a suite of biochemical endpoints, including markers for oxidative stress (catalase and superoxide dismutase activity), immunity (phenol oxidase activity), neurotoxicity (acetylcholinesterase activity), and behavioural endpoints (escape test). Results indicate that all tested PFAS, even at sub-micromolar concentrations, elicited significant effects across multiple physiological domains. Interestingly, HFPO-DA demonstrated the most substantial impact across all endpoints tested, indicating broad and significant biochemical and neurotoxic effects. Our findings underscore the potential risks of both legacy and emerging PFAS to soil ecosystems, emphasising the need for further research to understand the long-term consequences of PFAS contamination.</p></article>", "keywords": ["poly and perfluoroalkyl substance", "catalase", "acetylcholinesterase", "phenol oxidase", "RM1-950", "superoxide dismutase", "01 natural sciences", "immune response", "Article", "poly and perfluoroalkyl substances", "RA1190-1270", "Toxicology. Poisons", "628", "Therapeutics. Pharmacology", "0105 earth and related environmental sciences"]}, "links": [{"href": "https://www.mdpi.com/2039-4713/15/1/2/pdf"}, {"href": "https://doi.org/11579/199942"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Journal%20of%20Xenobiotics", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "11579/199942", "name": "item", "description": "11579/199942", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/11579/199942"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2024-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.17828153", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:42Z", "type": "Dataset", "title": "Response of low affinity methanotrophs to glyphosate formulations", "description": "unspecifiedThe data set consists of the following files:  Soil properties.xlsx - Properties of Gleysol, Leptosol and Fluvisol soils used in this study. Data include the results of: Full water capacity, pH, Eh, EC, PO4-P, NO3-N, NH3-N, Total carbon [%], Total inorganic carbon [%], Total organic carbon [%], Bulk density and % contents of clay, silt and sand.  Taxonomy results.xlsx \u2013 taxonomical data from Next Generation Sequencing method of DNA obtained from enriched cultures treated with glyphosate and Roundup 360 Plus. Primers used: 515F (5\u2019-GTGYCAGCMGCCGCGGTAA) and 806R (5\u2019-GGACTACNVGGGTWTCTAAT).  dPCR quantification.xlsx \u2013 raw data obtained from digital polymerase chain reaction assay of DNA obtained soils treated with glyphosate and Roundup 360 Plus. Specific primers for 16S rRNA gene were selected: 515F (5\u2019-GTGYCAGCMGCCGCGGTAA) and 806R (5\u2019-GGACTACNVGGGTWTCTAAT). Specific primers for pmoA gene were selected: A189f (5\u2019-GGNGACTGGGACTTCTGG) and mb661 (5\u2019-CCGGMGCAACGTCYTTACC).\u00a0  Methanotrophic activity.xlsx \u2013 data obtained from gas chromatograph through incubation of soils treated with glyphosate and Roundup 360 Plus.  alpha-diversity indices.xlsx - data acquired from Next Generation Sequencing method of DNA obtained from enriched cultures treated with glyphosate and Roundup 360 Plus. Primers used: 515F (5\u2019-GTGYCAGCMGCCGCGGTAA) and 806R (5\u2019-GGACTACNVGGGTWTCTAAT). a-diversity indices were calculated with vegan package in R environment.  Description of variables is provided in ReadMe.txt file.", "keywords": ["Glyphosate", "Soil", "Greenhouse Gases", "Herbicides", "Microbial community", "Methanotrophy", "Methane", "Adjuvant"], "contacts": [{"organization": "Pytlak, Anna, Furtak, Adam,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.17828153"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.17828153", "name": "item", "description": "10.5281/zenodo.17828153", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.17828153"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2025-12-05T00:00:00Z"}}, {"id": "10.5281/zenodo.17862666", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:42Z", "type": "Dataset", "title": "Drivers of hydrogen cyanide in roots of field-grown cassava in Malawi", "description": "This dataset provides field and environmental data from multi-location cassava trials conducted in Malawi to examine hydrogen cyanide (HCN) content, yield, and related physiological and soil factors across different cultivars, sites, and harvest times. Two complementary files are included.    Driver_of_cassava_hcn_field.xlsx   \u00b7\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Contains agronomic, physiological, yield, and soil property data collected at the same sites and harvest intervals.  \u00b7\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Variables include: leaf area index (LAI), plant height (cm), dry matter content (%), yield (t ha\u207b\u00b9), HCN concentration (mg kg\u207b\u00b9), and soil chemical/physical properties (pH, organic carbon, organic matter, nitrogen, phosphorus, potassium, calcium, magnesium, iron, manganese, zinc, clay %, silt %, texture class, and soil moisture content).  \u00b7\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Data are structured by location, harvest time (MAP), replicate, and cultivar.    Weather_driver_cassava_hcn_field.xlsx       Provides site-specific environmental variables recorded during the experiment.  Variables include total rainfall (mm), maximum and minimum temperature (\u00b0C), daily temperature range (DTR), solar radiation (MJ m\u207b\u00b2), and growing degree days (GDD).  Data are organised by location (Makoka, Chitedze, Chitala, Mkondezi), harvest time (6, 8, 10, 12 months after planting, MAP), and cultivar (Mbundumali, Sauti, Mpale, Sagonja).  Corresponding HCN values are reported for each cultivar \u00d7 site \u00d7 harvest combination.    These datasets together provide a comprehensive resource for examining the environmental and physiological factors influencing cassava cyanogenic potential and yield across different site conditions. They can be used to replicate the analyses in the manuscript, perform meta-analyses, or support further modelling of cassava food safety and agronomic performance.", "keywords": ["Malawi", "Soil", "Climate", "Cassava", "", "Hydrogen cyanide (HCN)", "Weather", "Nutrition"], "contacts": [{"organization": "Nyaika, JACINTA", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.17862666"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.17862666", "name": "item", "description": "10.5281/zenodo.17862666", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.17862666"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2025-12-09T00:00:00Z"}}, {"id": "10.5281/zenodo.3247929", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:44Z", "type": "Dataset", "title": "GPP at FLUXNET Tier 1 sites from P-model", "description": "Gross primary production, simulated by the P-model for each FLUXNET 2015 Tier 1 site. The model was driven by site-specific meteorological forcing and MODIS FPAR, extracted for the pixel corresponding to the site location. The CSV files contain simulated GPP values from different model setups conducted with the P-model and used for the publication Stocker et al. <em>Geosci. Mod. Dev. </em>(in review). One file is given for each temporal aggregation level (daily, 8-daily, annual, spatial [= mean annual value by site], and mean seasonal cycle [= mean per day-of-year]. Each file contains output from all model setups presented in Stocker et al. (2019), as given by column <em>setup</em>. The data differs slightly for each file: <strong>Daily</strong> gpp_pmodel_fluxnet2015_stocker19gmd_daily.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>date: </em>YYYY-MM-DD), date_start (in _8daily, YYYY-MM-DD specifying the first day of the respective 8-day period), year (in _annual, YYYY), doy (in __meanseason, specifying the day-of-year), <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> d<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below. <strong>8-daily</strong> gpp_pmodel_fluxnet2015_stocker19gmd_8daily.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>date_start</em> : YYYY-MM-DD specifying the first day of the respective 8-day period <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> d<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below. <strong>Annual</strong> gpp_pmodel_fluxnet2015_stocker19gmd_annual.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>year: </em>YYYY <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> yr<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below. <strong>Spatial</strong> gpp_pmodel_fluxnet2015_stocker19gmd_spatial.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> yr<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below. <strong>Mean seasonal cycle</strong> gpp_pmodel_fluxnet2015_stocker19gmd_meanseason.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>doy: </em>day-of-year <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> d<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below.", "keywords": ["FLUXNET", "GPP", "Carbon cycle", "Photosynthesis", "Remote sensing"], "contacts": [{"organization": "Stocker, Benjamin D", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3247929"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3247929", "name": "item", "description": "10.5281/zenodo.3247929", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3247929"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-06-18T00:00:00Z"}}, {"id": "10.5281/zenodo.2553445", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:44Z", "type": "Report", "title": "Handbook of plant and soil analysis for agricultural systems", "description": "Open Access[ENG] This books compiles different protocols for analysis of plant and soil for agricultural systems. We aim to provide a complete set of indicators to assess crop productivity, crop quality, soil quality and soil fertility with feasible and robust procedures and methods. The assessment of the sustainability of agroecosystems needs the selection of suitable indicators and their measure. The present handbook has compiled different indicators to assess crop growth, incidence of pests and diseases, farm yield, crop quality and nutritional characteristics, soil physical analyses, soil chemical analyses and soil biological analyses. The book is organized in three parts: i) plant and crop analyses, ii) soil physicochemical analyses and iii) soil biological analyses. In total we provide 90 procedures for plant and soil analysis, including the importance and applications, the principle of the method described, the reagents needed, the materials and equipment, the detailed description of the procedure, the calculations required and some specific remarks.", "keywords": ["2. Zero hunger", "procedure", "Indicador", "Agricultura", "Planta", "indicator", "Method", "Agriculture", "plant", "Plant", "Crop", "Suelo", "15. Life on land", "M\u00e9todo", "12. Responsible consumption", "soil", "Soil", "Edafolog\u00eda y Qu\u00edmica Agr\u00edcola", "Indicator", "Procedure", "5102.01 Agricultura", "method", "crop", "Procedimiento", "Cultivo"], "contacts": [{"organization": "\u00c1lvaro-Fuentes, Jorge, L\u00f3czy, D\u00e9nes, Thiele-Bruhn, S\u00f6ren, Zornoza, Ra\u00fal,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.2553445"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.2553445", "name": "item", "description": "10.5281/zenodo.2553445", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.2553445"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3048844", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:44Z", "type": "Journal Article", "created": "2021-02-14", "title": "Toolkit for resilience assessment of critical infrastructures to earthquake induced soil liquefaction disasters", "description": "<p><p>The critical infrastructure resilience depends on several factors that go beyond the physical reliability and capacity to repair the system after a disruption. The overall critical infrastructure resilience includes aspects related to the social and economic backbone governing its capacity to deliver its service. This contribution presents a theoretical toolkit to calculate the overall resilience of critical infrastructures developed within the European project LIQUEFACT for earthquake- induced soil liquefaction disasters. The toolkit combine several aspects organized in three dimensions: organizational and management, the physical or technical system and operational capacity to deliver the service. The toolkit clearly defines also resilience aspects, such as preparedness, absorption, recovery and adaptation. For each dimension and aspect of the resilience several indicators are developed. A critical and technical explanation of each indicator is here proposed, as well a systematic methodology to combine them in the resilience toolkit. The novelty of this study is the systematic analysis of dimensions, aspects and indicators that made the proposed resilience toolkit original. The study is concluded with analyses of feasibility of the toolkit to natural disasters and applicability to localized disasters, such as earthquake-induced soil liquefaction events. Finally, the key factors of toolkit influencing a built asset model of critical infrastructures are identified.</p></p>", "keywords": ["soil liquefaction", "critical infrastructures", "built asset management", "11. Sustainability", "0502 economics and business", "05 social sciences", "0211 other engineering and technologies", "02 engineering and technology", "resilience", "earthquakes"], "contacts": [{"organization": "Mariantonietta Morga,, Jones, Keith,", "roles": ["creator"]}]}, "links": [{"href": "https://arro.anglia.ac.uk/id/eprint/704300/6/Morga_Jones_2019.pdf"}, {"href": "https://doi.org/10.5281/zenodo.3048844"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/IABSE%20Reports", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3048844", "name": "item", "description": "10.5281/zenodo.3048844", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3048844"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3238632", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:44Z", "type": "Report", "title": "CRESCENDO_Brottum_Aug-Sept-2017", "description": "Open AccessThis file includes several work sheets with the data used for the article 'Peatland Volume Mapping over Resistive Substrates with Airborne Electromagnetic Technology', Silvestri et al. 2019, GRL, DOI; 10.1029/2019GL083025. Field survey performed near Brottum, Norway, on two bogs. Field survey measurements geo-located with DGPS Trimble GeoXH 3.5G: coordinates of the points available in the data set. Peat thickness was retrieved with a peat auger. Peat samples collected at three different depth intervals: between 50 cm and 100 cm; between 250 cm and 300 cm; between 800 cm and 850 cm; all peat samples are 50 cm long but there are five with length shorter than 50 cm (see comments in the table). Laboratory analyses performed to retrieve bulk density and LOI (two replicates for each sample). The file also includes the elevations of the peat bottom calculated running the ANN for 50 times and computing the mean on the inverted SkyTEM data. The leave-one-out statistics results are also included.", "keywords": ["CRESCENDO", " Marie Sk\u0142odowska-Curie action", " peatlands", " peat samples", " peat thickness", " Norway", " bogs", " Airborne Electromagnetics", " SkyTEM", " organic carbon content", " carbon pool", "15. Life on land"], "contacts": [{"organization": "Silvestri, Sonia, Christensen, Craig W., Lysdahl, Asgeir O. K., Ansch\u00fctz, Helgard, Pfaffhuber, Andreas A., Viezzoli, Andrea,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3238632"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3238632", "name": "item", "description": "10.5281/zenodo.3238632", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3238632"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-06-04T00:00:00Z"}}, {"id": "10.5281/zenodo.3268521", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:44Z", "type": "Report", "title": "Decision-Support System for Optimisation of Crop Configuration based on Artificial Intelligence", "description": "The work is the first official outcome of the collaboration between MSU and BS. Here we analysed the potential of multi-objective evolutionary algorithms in smart seed selection.", "keywords": ["Portfolio Optimisation", "Data analytics", "Evolutionary algorithms", "DSS"], "contacts": [{"organization": "Marko, Oskar, Pavlovi\u0107, Dejan, Crnojevi\u0107, Vladimir, Kalyanmoy Deb,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3268521"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3268521", "name": "item", "description": "10.5281/zenodo.3268521", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3268521"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-06-29T00:00:00Z"}}, {"id": "10.5281/zenodo.3403909", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "created": "2019-01-02", "title": "Cross-Biome Drivers of Soil Bacterial Alpha Diversity on a Worldwide Scale", "description": "We lack a defined suite of attributes that allow us to universally predict the distribution of bacterial diversity across and within globally distributed biomes. Using data from a global survey, including 237 locations and multiple environmental predictors, we found that only ultraviolet light, forest environments, soil carbon and pH can be considered as significant and globally consistent predictors of soil bacterial diversity, valid within and across biomes (arid, temperate and continental). Bacterial diversity always peaked in grasslands, with moderate-to-low carbon and ultraviolet light levels, and high soil pH. Using these environmental data, we generated the first global predictive map of the distribution of soil bacterial diversity. Our work helps to identify a unique set of environmental attributes for universally predicting the distribution of soil bacterial diversity. This knowledge is key to help predict changes in ecosystem functioning and the provision of essential services under changing environments.", "keywords": ["Terrestrial ecosystems", "0301 basic medicine", "2. Zero hunger", ": a-diversity", "Temperate", "0303 health sciences", "03 medical and health sciences", "Arid", "13. Climate action", "XXXXXX - Unknown", "Continental", "15. Life on land", "Cross-biome"]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3403909"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Ecosystems", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3403909", "name": "item", "description": "10.5281/zenodo.3403909", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3403909"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-02T00:00:00Z"}}, {"id": "10.5281/zenodo.3268522", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:44Z", "type": "Report", "title": "Decision-Support System for Optimisation of Crop Configuration based on Artificial Intelligence", "description": "The work is the first official outcome of the collaboration between MSU and BS. Here we analysed the potential of multi-objective evolutionary algorithms in smart seed selection.", "keywords": ["Portfolio Optimisation", "Data analytics", "Evolutionary algorithms", "DSS"], "contacts": [{"organization": "Dejan Pavlovic, Oskar Marko, Vladimir Crnojevic, Kalyanmoy Deb,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3268522"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3268522", "name": "item", "description": "10.5281/zenodo.3268522", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3268522"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-06-29T00:00:00Z"}}, {"id": "10.5281/zenodo.3359707", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:44Z", "type": "Software", "title": "rpmodel v1.0.1", "description": "R package at initial submission to GMD Discussions.", "keywords": ["Photosynthesis", " Gross primary productivity modelling"], "contacts": [{"organization": "Benjamin Stocker", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3359707"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3359707", "name": "item", "description": "10.5281/zenodo.3359707", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3359707"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-08-04T00:00:00Z"}}, {"id": "10.5281/zenodo.3403891", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "created": "2019-03-29", "title": "Obscure soil microbes and where to find them", "description": "Abstract                <p>Many soil bacteria and fungi remain unclassified at the highest taxonomic ranks (e.g. phyla level), which hampers our ability to assess the ecology and functional capabilities of these soil organisms in terrestrial ecosystems globally. The first logical step toward the classification of these unknown soil taxa is to identify potential locations on Earth where these unclassified bacteria and fungi are feasibly most prevalent. To do this, here I used data from a global soil survey across 235 locations, including amplicon sequencing information for fungal and bacterial communities, and generated global atlases highlighting those soils where the percentages of taxa of bacteria and fungi with an unknown phyla are expected to be more prevalent. Results indicate that soil samples with the largest percentage of fungal taxa with an unknown phyla can be found in dry forests and grasslands, while those with the largest percentage of bacterial taxa with an unknown phyla are found in boreal and tropical forests. This information can be used by taxonomists and microbiologists to target these potentially new soil taxa.</p>", "keywords": ["0301 basic medicine", "2. Zero hunger", "0303 health sciences", "Bacteria", "Geography", "Fungi", "Forests", "15. Life on land", "Grassland", "Soil", "03 medical and health sciences", "XXXXXX - Unknown", "Ecosystem", "Soil Microbiology"], "contacts": [{"organization": "Manuel Delgado-Baquerizo", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3403891"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/The%20ISME%20Journal", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3403891", "name": "item", "description": "10.5281/zenodo.3403891", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3403891"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-03-29T00:00:00Z"}}, {"id": "10754/676111", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:25:20Z", "type": "Journal Article", "created": "2022-04-01", "title": "Rhizosheath\u2013root system changes exopolysaccharide content but stabilizes bacterial community across contrasting seasons in a desert environment", "description": "Abstract                 Background                 <p>In hot deserts daily/seasonal fluctuations pose great challenges to the resident organisms. However, these extreme ecosystems host unique microenvironments, such as the rhizosheath\uffe2\uff80\uff93root system of desert speargrasses in which biological activities and interactions are facilitated by milder conditions and reduced fluctuations. Here, we examined the bacterial microbiota associated with this structure and its surrounding sand in the desert speargrass Stipagrostis pungens under the contrasting environmental conditions of summer and winter in the Sahara Desert.</p>                                Results                 <p>The belowground rhizosheath\uffe2\uff80\uff93root system has higher nutrient and humidity contents, and cooler temperatures than the surrounding sand. The plant responds to the harsh environmental conditions of the summer by increasing the abundance and diversity of extracellular polymeric substances (EPS) compared to the winter. On the contrary, the bacterial community associated with the rhizosheath\uffe2\uff80\uff93root system and its interactome remain stable and, unlike the bulk sand, are unaffected by the seasonal environmental variations. The rhizosheath\uffe2\uff80\uff93root system bacterial communities are consistently dominated by Actinobacteria and Alphaproteobacteria and form distinct bacteria communities from those of bulk sand in the two seasons. The microbiome-stabilization mediated by the plant host acts to consistently retain beneficial bacteria with multiple plant growth promoting functions, including those capable to produce EPS, which increase the sand water holding capacity ameliorating the rhizosheath micro-environment.</p>                                Conclusions                 <p>Our results reveal the capability of plants in desert ecosystems to stabilize their below ground microbial community under seasonal contrasting environmental conditions, minimizing the heterogeneity of the surrounding bulk sand and contributing to the overall holobiont resilience under poly-extreme conditions.</p>", "keywords": ["Desert; Desertification; Environmental fluctuation; Environmentally-independent microbiome; Extracellular polymeric substances (EPS); PGP microorganisms; Plant legacy; Plant-microbiome; Rhizosheath", "Plant legacy", "2. Zero hunger", "0301 basic medicine", "0303 health sciences", "15. Life on land", "Rhizosheath", "Microbiology", "QR1-502", "Environmental fluctuation", "Environmental sciences", "Plant-microbiome", "03 medical and health sciences", "13. Climate action", "Desert; Desertification; Environmental fluctuation; Environmentally-independent microbiome; Extracellular polymeric substances (EPS); PGP microorganisms; Plant legacy; Plant-microbiome; Rhizosheath;", "Extracellular polymeric substances (EPS)", "GE1-350", "Desert", "Research Article"]}, "links": [{"href": "https://air.unimi.it/bitstream/2434/921619/2/Marasco%20et%20al.%202022_Rhizosheat%20bact%20comm_EnvMicrobiome.pdf"}, {"href": "https://iris.unive.it/bitstream/10278/5089931/1/doi.org%3a10.1186%3as40793-022-00407-3.pdf"}, {"href": "https://arpi.unipi.it/bitstream/11568/1159772/2/Marasco%20et%20al.%20-%202022%20-%20Rhizosheath%e2%80%93root%20system%20changes%20exopolysaccharide%20.pdf"}, {"href": "https://flore.unifi.it/bitstream/2158/1285602/1/Marasco%20et%20al%20Env%20Microbiome%202022.pdf"}, {"href": "https://doi.org/10754/676111"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Environmental%20Microbiome", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10754/676111", "name": "item", "description": "10754/676111", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10754/676111"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2022-04-01T00:00:00Z"}}, {"id": "11579/201465", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:25:30Z", "type": "Journal Article", "created": "2024-12-05", "title": "Sensitive and accurate determination of 32 PFAS in human serum using online SPE-UHPLC-HRMS", "description": "Per- and polyfluoroalkyl substances' (PFAS) extreme persistence has been linked to many adverse effects on human health including increased risk of certain cancers. This study presents the development and validation of a new, highly sensitive method for the quantification of 32 PFAS in human serum using online solid-phase extraction (SPE) coupled with ultra-high performance liquid chromatography-high resolution mass spectrometry (UHPLC-HRMS). Legacy and emerging PFAS were targeted. Main steps of sample pretreatment include protein precipitation (PP), pellet rinsing, centrifugation, preconcentration through solvent evaporation, and online SPE using a weak anion-exchange polymeric sorbent. The PP and pellet-rinsing procedures were optimized through a comprehensive exploration of solvent combinations. Following this, a pretreatment that offers the best compromise for the targeted PFAS was identified using principal component analysis. The method demonstrated excellent linearity (R\u00b2 = 0.977-0.997) with limits of quantification ranging from 8.9 to 27\u00a0ng/L, 5 to 15 times lower than previous methods. Precision (intraday 2.6-14.0\u00a0% and interday 1.3-11.0\u00a0% relative standard deviation) and accuracy (recoveries 72.7-106\u00a0%) were robust. The method was validated in accordance with ISO/IEC 17025 and successfully applied to five human serum samples, confirming its suitability for high-throughput profiling of PFAS in biomonitoring studies. This method is the first to use online SPE for the simultaneous determination of a broad range of PFAS, including ether congeners such as perfluoro(2-ethoxyethane) sulfonic acid and Nafion byproduct 2. Furthermore, control charts were employed to assess instrument performance during routine analysis and implement necessary actions.", "keywords": ["Human biomonitoring", "Fluorocarbons", "PFAS", "biomonitoring", "Method development", "Solid Phase Extraction", "628", "Humans", "Serum pretreatment", "High resolution mass spectrometry", "Chromatography", " High Pressure Liquid", "Mass Spectrometry", "543"]}, "links": [{"href": "https://iris.univr.it/bitstream/11562/1159353/1/2025%20Sensitive%20and%20accurate%20determination%20of%2032%20PFAS%20in%20human%20serum%20using%20SPE-UHPLC-HRMS.pdf"}, {"href": "https://doi.org/11579/201465"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Journal%20of%20Hazardous%20Materials", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "11579/201465", "name": "item", "description": "11579/201465", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/11579/201465"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2025-03-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463039", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Report", "title": "A Longitudinal Study to determine the Predictors of Job Satisfaction among Scientists and Engineers in a Research and Development Organization", "description": "Job satisfaction is a term used to describe how content an individual is with their job. It is a relatively recent term since in previous centuries the jobs available to a particular person were often predetermined by their parent\u2019s occupation. The research paper aims to focus upon the issue of Job Satisfaction with relevance to the scientific professionals working in one of the premier Research and Development organization which concentrates on indigenous technology development in the state of Tamil Nadu India. The purpose of the present research was to conduct a longitudinal, multivariate analysis of variables associated with the job satisfaction levels of the scientists and engineers working in different groups and Sections. The problem statement is based on whether it is only the compensation package which has the worth of retention and employee satisfaction or it is the overall organizational culture which has a pivotal role in retention and making employee satisfy. The results revealed that as against the common notion that the educated and learned scientists of our country are dissatisfied and are looking towards the careers in the western countries, the scientists are generally a satisfied lot and that beyond salary, it\u2019s the contingent rewards and recognition among co-workers that acts as the deciding factor for Job satisfaction among the intellectual and scientific population.", "keywords": ["9. Industry and infrastructure", "0502 economics and business", "05 social sciences", "8. Economic growth", "Job Satisfaction", " Research &amp; Development", " Multivariate Analysis", " Organization Culture."], "contacts": [{"organization": "Dr Vijaya Mani", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463039"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463039", "name": "item", "description": "10.5281/zenodo.3463039", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463039"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2015-12-31T00:00:00Z"}}, {"id": "10.5281/zenodo.3463346", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "created": "2021-02-14", "title": "Experimental evidences of the effectiveness of some liquefaction mitigation measures", "description": "<p><p>Earthquakes induced liquefaction is one of the most significant causes of damage to structures during an earthquake. Ground improvement is currently considered to be the most appropriate mitigation tecnique to prevent soil liquefaction. This work is aimed to compare different liquefaction mitigation techniques for protection of small-to-medium sized \uffe2\uff80\uff98critical\uffe2\uff80\uff99 infrastructures and low-rise buildings. The effectiveness of some techniques (densification, addition of fine contents, induced partial saturation and drainage systems) was verified via experimental evidences coming from laboratory testing, physical modelling and liquefaction field prototype tests. Starting from the calibration of advanced soil constitutive models, numerical modelling activities were extended to the back-analysis of centrifuge tests and field prototype tests, up to a parametric study with different geometrical layouts.</p></p>", "keywords": ["laboratory tests", "", "soil liquefaction; mitigation techniques", " laboratory tests", " numerical modelling", " centrifuge tests", "0211 other engineering and technologies", "numerical modelling", "numerical modelling", "", "02 engineering and technology", "laboratory tests", "soil liquefaction;", "6. Clean water", "centrifuge tests.", "soil liquefaction", "mitigation techniques", "", "mitigation techniques", "centrifuge tests"], "contacts": [{"organization": "Emilio Bilotta, Anna Chiaradonna, Gianluca Fasano, Alessandro Flora, Lucia Mele, Valeria Nappa, Stefania Lirer, Vincenzo Fioravante,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463346"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/IABSE%20Reports", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463346", "name": "item", "description": "10.5281/zenodo.3463346", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463346"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465201", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "title": "VULNERABILITY OF TRAFFIC EMBANKMENTS TO LIQUEFACTION-INDUCED DEFORMATIONS", "description": "Liquefaction-induced deformations on traffic embankments were studied using software package FLAC in combination with advanced material model PM4Sand in order to simulate the liquefaction phenomenon. A parametric study was carried out, where the geometry of the embankment and soil profile was varied. In addition, numerical analyses were performed for two sets of material properties of the liquefiable sandy layer \u2013 medium dense and loose state. On the basis of numerical results, fragility curves were derived in terms of crest settlement as damage state parameter and Arias intensity or peak ground acceleration as intensity measure.", "keywords": ["Embankment", " Liquefaction", " FLAC", " Vulnerability Analysis", "0211 other engineering and technologies", "02 engineering and technology"], "contacts": [{"organization": "Oblak Ale\u0161, Janko, Logar, Kuder Sebastjan, Antonio, Viana Da Fonseca,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465201"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/27th%20European%20Young%20Geotechnical%20Engneers%20Conference", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465201", "name": "item", "description": "10.5281/zenodo.3465201", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465201"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463360", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "SPATIAL VARIBILITY OF CPT DATA FOR LIQUEFACTION ASSESSMENT", "description": "Open AccessThe seismic liquefaction is often responsible for the major part of the economic losses caused by earthquakes. Usually damages involve the foundations of buildings, bridges, embankments, underground constructions and are widely diffused over the cities. The strategies for the mitigation of risk aim to evaluate susceptibility and hazard on given areas by quantifying the liquefaction potential indexes from the results of fast investigations. The empirical relations proposed in the literature based on the results of cone penetration tests CPT, allow to calculate the indexes at each vertical, which can be reductive for the complete risk assessment of larger territorial extension. The present study moves at two distinct levels, one carried out with traditional geographic information systems aiming to map the liquefaction hazard over the territory, the second one aiming to define the three-dimensional distribution of the liquefiable deposit in the subsoil.<br> The analysis focuses on the district of San Carlo, in the municipality of Sant\u2019Agostino (Italy), located near the epicenter of the 2012 Emilia Romagna earthquake (Mw = 6.15). Several dozens of CPT profiles have been processed to compute the liquefaction potential maps and the individuation of the liquefiable deposits, using geostatistical methodologies. The results, validated with the observations of ground failures and damaged buildings recorded after the earthquake and with the geological structure of the investigated area, improve the quality of Microzonation studies with the addition of the liquefaction hazard and helps to precisely identify the susceptible subsoil deposit.", "keywords": ["liquefaction", "geostatistical analysis", "seismic hazard", " liquefaction", " spatial variability", " geostatistical analysis", "11. Sustainability", "0211 other engineering and technologies", "seismic hazard", "spatial variability", "02 engineering and technology"], "contacts": [{"organization": "Spacagna, Rose Line, Paolella, Luca, Rasulo, Alessandro, Modoni, Giuseppe,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463360"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/XVI%20European%20Conference%20on%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463360", "name": "item", "description": "10.5281/zenodo.3463360", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463360"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463400", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "Soil liquefaction and induced damage to structures: a case study from the 2012 Emilia earthquake.", "description": "A database of masonry buildings located in a number of municipalities struck by the 2012 Emilia earthquake has been analyzed for this work. Post seismic survey was carried out by the Italian Department of Civil Protection soon after the earthquake. The database included information on building characteristics, level and extent of damage to structural and non-structural components. Additionally, data on ground conditions and the results of in-situ tests (CPT) were collected. The comparative analysis of observed damage has shown evidences of the impact of soil liquefaction on structures. It led to the formation of unusual crack patterns on the structure compared to the typical inertial damage. The correlation between structural damage and soil liquefaction was then investigated with reference to an exemplificative case of study in the hamlet of San Carlo (Sant\u2019Agostino municipality). A simplified procedure for estimating liquefactioninduced building settlement was applied, obtaining an estimated settlement compatible with the observed damage.", "keywords": ["11. Sustainability", "0211 other engineering and technologies", "02 engineering and technology", "01 natural sciences", "0105 earth and related environmental sciences"], "contacts": [{"organization": "CAPUTO P., CHIARADONNA A., DI LUDOVICO M., BILOTTA E., PROTA A., FLORA A., MARTELLI L.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463400"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proc%20of%20the%207th%20International%20Conference%20on%20Earthquake%20Geotechnical%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463400", "name": "item", "description": "10.5281/zenodo.3463400", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463400"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463412", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "Prediction of liquefaction damage with artificial neural networks", "description": "The survey of the damage occurred on land, buildings and infrastructures<br> extensively affected by liquefaction, coupled with a comprehensive investigation of the subsoil<br> properties enables to identify the factors that determine the spatial distribution of the phenomenon.<br> With this goal, a database was created in a Geographic Information platform merging<br> records of local seismicity, subsoil layering evaluated by cone penetration tests and<br> groundwater level distribution for the relevant case study of San Carlo (Emilia Romagna-<br> Italy) struck by a severe earthquake in 2012. Here liquefaction phenomena were observed on a<br> portion of the village in the form of sand ejecta, lateral spreading and various damages on<br> buildings and infrastructures. The location of damage allows to test possible relations with the<br> factors characterizing susceptibility, triggering and severity of liquefaction. The relation<br> among the different variables has been herein sought by training a specifically implemented<br> Artificial Neural Network. A relation has thus been inferred between damage and thickness of<br> the liquefiable layer and of the upper crust, seismic input and soil characteristics.", "keywords": ["Liquefaction", "Liquefaction", " Artificial Neural Networks", "0211 other engineering and technologies", "02 engineering and technology", "Artificial Neural Networks"], "contacts": [{"organization": "Paolella Luca, Erminio, Salvatore, Spacagna Rose Line, Modoni Giuseppe, Ochmanski Maciej,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463412"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Earthquake%20Geotechnical%20Engineering%20for%20Protection%20an%20Development%20of%20Environment", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463412", "name": "item", "description": "10.5281/zenodo.3463412", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463412"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463422", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "Low pressure grouting with nanosilicate to reduce the liquefaction susceptibility of sand", "description": "The severe damages on buildings and infrastructures induced by earthquake<br> liquefaction has highlighted the importance of implementing reliable techniques to reduce the<br> susceptibility of loose sandy deposits beneath new or existing buildings. In this direction, the<br> present paper presents the results of an experimental campaign aimed at analyzing the effectiveness<br> of low-pressure grouting of sand with nanosilicatesto mitigate the effects of liquefaction.<br> Sandy specimens, reconstituted at two initial relative densities have been treated with<br> grout prepared with silica content ranging from 1.2% to 5.0% by weight, cured for different<br> periods and have then been subjected to different physical and mechanical tests. The results<br> reveal a lower tendency of the treated material to accumulate excess pore pressuresduring<br> undrained cyclic loading, proving in this way that the technique can be successfully adopted<br> to mitigate the effects of liquefaction of loose sandy deposits.", "keywords": ["Liquefaction", "Mitigation", "Liquefaction", " Nanosilicates", " Mitigation", "0211 other engineering and technologies", "02 engineering and technology", "Nanosilicates"], "contacts": [{"organization": "E. Salvatore, M. C. Mascolo, R. Proia, G. Modoni, Grassi D.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463422"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Earthquake%20Geotechnical%20Engineering%20for%20Protection%20and%20Development%20of%20Environment%20and%20Constructions", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463422", "name": "item", "description": "10.5281/zenodo.3463422", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463422"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463383", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "created": "2021-02-14", "title": "Guidelines and codes for liquefaction mitigation by ground improvement", "description": "<p><p>Ground improvement has become one of the most effective tools of geotechnical engineering, being adopted for an always larger variety of civil engineering applications. To reduce the role of subjective choices of operators, the use of different techniques tends to be codified by specific guidelines. In the European Union there is an ongoing effort to standardize execution and design within codes continuously reviewed by designated committees. A widespread and systematic standardisation on the ground improvement as a mean to mitigate the effects of liquefaction on buildings and infrastructures is missing. The paper presents and overview of traditional and new ground improvement technologies suitable for this application. The methods are firstly classified by considering their effects on the ground (e.g. densification, stabilization, drainage, desaturation, etc.). Design principles are then outlined for new or pre-existing buildings and infrastructures, considering the ongoing review process of the design Eurocodes.</p></p>", "keywords": ["Critical infrastructures", "Ground improvement", "Liquefaction", "Eurocodes", "11. Sustainability", "0211 other engineering and technologies", "Liquefaction", " critical infrastructures", " ground improvement", " standardisation", " Euroc", "Standardisation", "02 engineering and technology", "0201 civil engineering"], "contacts": [{"organization": "Modoni, Giuseppe, Croce, Paolo, Proia, Roberta, Spacagna, Rose Line,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463383"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/IABSE%20Reports", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463383", "name": "item", "description": "10.5281/zenodo.3463383", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463383"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463420", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "Numerical Simulation of soil liquefaction during the 20 may 2012 M6.1 Emilia earthquake in Northern Italy: the case study of Pieve di Cento", "description": "On May 20, 2012, a seismic event of moment magnitude MW = 6.1 hit and caused severe damage on a large area in the river Po Valley, located in the northern Italy. This earthquake was characterized by extensive occurrence of soil liquefaction and basin effects lying over deep deposits. Within the scope of the European research project titled LIQUEFACT, a reference site located in the countryside near the hamlet of Pieve di Cento (at the boundary of the province of Bologna towards Ferrara) was selected as a trial field in order to assess the effectiveness of several mitigation measures against liquefaction. As a first step of the task, this paper presents the geotechnical model of the site based on in-situ investigations and pre-existing geological studies, which allowed to locate the bedrock depth. As a second step, representative input motions for the LIQUEFACT project were selected aiming at simulating the 20.V.2012 seismic event as well as three possible future scenarios with an increasing level of seismic intensity. Finally, preliminary dynamic analyses are presented, that reproduce the observed liquefaction triggering after the 2012 main event and predict the seismic soil response at the test site.", "keywords": ["Liquefaction analyses; numerical modeling; 2012 Emilia earthquake; LIQUEFACT"], "contacts": [{"organization": "Anna CHIARADONNA, Ali G. O\u0308ZCEBE, Francesca BOZZONI, Antonino FAMA, Elisa ZUCCOLO, Carlo G. LAI, Alessandro FLORA, Renato M. COSENTINI, Anna d\u2019ONOFRIO, Emilio BILOTTA, Francesco SILVESTRI,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463420"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Ptoc.%20of%20teh%2016th%20European%20Conference%20on%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463420", "name": "item", "description": "10.5281/zenodo.3463420", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463420"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463426", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "Design method for horizontal drains in liquefiable soil", "description": "The paper describes a fast design method for horizontal drains to be used as a mitigation technique for liquefaction, developed in the framework of the European project LIQUEFACT. During the earthquake, this ground improvement technique allows to reduce the pore pressure build up under existing buildings, where more conventional vertical drains cannot be used (being it difficult to install them). By reducing the pore pressure increments, the horizontal drains can reduce the liquefaction risk for shallow foundations. The problem is modelled with a bidimensional geometry, applying the consolidation equation in the hypothesis of Terzaghi-Rendulic and solving it with a finite difference method. The solution is calculated for different geometrical layouts and removing the simplified hypothesis (used to design vertical drains) of an indefinite symmetry; moreover, it takes into account the influence of a vertical water flow when drainage is allowed at the ground level. The pore pressure build-up is introduced in a simplified manner with an accumulation term suggested in literature. A parametric analysis has been performed and is reported in the paper to obtain design charts. They may be used to define the spacing between drains once the geometric layout, the ground conditions and the seismic input are defined.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology"], "contacts": [{"organization": "DE SARNO D., FASANO G., BILOTTA E., FLORA A.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463426"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proc.%20of%20the%207th%20International%20Conference%20on%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463426", "name": "item", "description": "10.5281/zenodo.3463426", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463426"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463477", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "Parametric study to evaluate the performance of horizontal drains as mitigation technique against soil liquefaction", "description": "In the framework of the LIQUEFACT project a series of centrifuge tests were conducted at ISMGEO (Italy) to verify the effectiveness of three mitigation techniques against soil liquefaction. This paper is focused on the study of horizontal drains as mitigation measure against liquefaction. The centrifuge layout with horizontal drains was numerically modelled and the change of boundary conditions reproduced by the FE code Plaxis 2D. Additionally, slightly different layouts from those tested in the centrifuge were also modelled to expand the scope of the experimental work. Horizontal drains were installed in the model, to analyse their effectiveness in reducing the pore pressure build up as a function of their spacing. The soil was characterized by an advanced coupled soils constitutive model implemented in the Plaxis code: PM4sand. The input parameters for the model are evaluated on the basis of both laboratory element tests and centrifuge tests. <br>", "keywords": ["0211 other engineering and technologies", "02 engineering and technology", "6. Clean water"], "contacts": [{"organization": "gianluca fasano, valeria nappa, emilio bilotta, alessandro flora,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463477"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proc.%20of%20the%207th%20International%20Conference%20on%20Earthquake%20Geotechncial%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463477", "name": "item", "description": "10.5281/zenodo.3463477", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463477"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463563", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "The specific deviatoric energy to liquefaction in saturated cyclic triaxial tests", "description": "Within the European project LIQUEFACT, cyclic triaxial tests were carried out on an Italian sand, Pieve di Cento sand, taken from a field trial located in Emilia Romagna (Ita-ly), which was affected by liquefaction during the 2012 earthquake. The cyclic resistance curve of that sand was obtained in laboratory on reconstituted specimens with a low confining stress and a low relative density to simulate the natural conditions in field. Based on an energetic model to predict the resistance to liquefaction of unsaturated soils, the role of the specific devia-toric energy to liquefaction (Es,liq) has been investigated for saturated soils. For each test the specific deviatoric energy (Es) has been evaluated with number of cycles and compared to the results of tests on fully saturated sandy soils (Leighton Buzzard, fraction E and Sant\u2019Agostino sand) already published. The specific deviatoric energy increases with number of cycles until liquefaction and the maximum gradient of this curve seems to correspond to the attainment of liquefaction, according to stress criterion (excess pore pressure ratio, Ru = 0.90), save for the tests with a lower Nliq. Moreover, it has been noted an interesting dependence from the number of cycles at liquefaction, which seems to be independent from the cyclic deviatoric stress ap-plied and the state of soil, at least in the range of confining stresses (\u03c3c\u2019) and relative densities (Dr) considered in this research (50&lt;\u03c3c\u2019&lt;100 kPa and 43&lt;Dr&lt;64%). The results of this research seem to confirm the importance of this parameter in the studies of liquefaction of fully saturated sandy soils.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology"], "contacts": [{"organization": "Mele L., Lirer S., Flora A.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463563"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proc.%20of%20the%207th%20International%20Conference%20on%20Earthquake%20Geotechnical%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463563", "name": "item", "description": "10.5281/zenodo.3463563", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463563"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463437", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Report", "created": "2018-11-16", "title": "Dynamic centrifuge testing to assess liquefaction potential", "description": "A set of centrifuge tests has been carried out at ISMGEO (Italy) laboratory on models of a liquefiable soil. A natural sand from the Emilia-Romagna region in Italy was used in the tests, in order to reproduce typical ground conditions where liquefaction occurred during the seismic sequence of 2012. The models were instrumented with miniaturised accelerometers and with pore pressure and displacement transducers. Spectrum-compatible acceleration time histories were applied at the base of the model. In this way triggering of the liquefaction was detected and post-liquefaction settlements were evaluated. The paper describes with the tests carried out on free-field models. Further tests are currently ongoing to assess the seismic response of simple model structures lying on liquefiable ground. The testing programme, funded within the H2020 research project LIQUEFACT, is aimed at an experimental verification of ground improvement techniques used to mitigate the liquefaction susceptibility of fully saturated loose sands.", "keywords": ["liquefaction susceptibility", " centrifuge", " seismic response", " post-liquefaction settlements", "seismic response", "centrifuge", "0211 other engineering and technologies", "centrifuge; liquefaction;", "02 engineering and technology", "CENTRIFUGE; LIQUEFACTION", "post-liquefaction settlements", "liquefaction susceptibility"]}, "links": [{"href": "https://aisberg.unibg.it/bitstream/10446/190009/1/c145.pdf"}, {"href": "https://sfera.unife.it/bitstream/11392/2409106/4/Fasano%20et%20al.%202018%20ICPMG.pdf"}, {"href": "https://www.iris.unina.it/bitstream/11588/760926/1/Fasano%20et%20al.%20ICPMG2018%20unformatted.pdf"}, {"href": "https://doi.org/10.5281/zenodo.3463437"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463437", "name": "item", "description": "10.5281/zenodo.3463437", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463437"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-07-11T00:00:00Z"}}, {"id": "10.5281/zenodo.3463481", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "Centrifuge modelling in liquefiable ground before and after the application of remediation techniques", "description": "This paper describes the small scale centrifuge modelling activities performed at ISMGEO (Istituto Sperimentale Modelli Geotecnici, formerly ISMES \u2013 Italy) laboratory in the frame of the H2020 LIQUEFACT project (http://www.liquefact.eu/). The main aim of the experimentation was to analyze the seismic behavior of loose, saturated, sandy deposits, homogeneous or stratified, subjected to increasing seismic excitations up to liquefaction and to verify the effectiveness of different liquefaction mitigation techniques. Some tests were carried out under free field condition, in some others a simple structure based on shallow foundations was modelled. Thirty-seven centrifuge tests were carried out to this aim, organized in three series: the first one aimed at investigating the liquefaction triggering conditions, the second and third ones devoted at analyzing the effectiveness of three selected liquefaction mitigation techniques: vertical drains, horizontal drains and \u201cInduced Partial Saturation\u201d (IPS). Some of the most significant results are presented in this paper.", "keywords": ["Liquefaction; centrifuge; mitigation techniques", "0211 other engineering and technologies", "02 engineering and technology", "Liquefaction", " centrifuge", " mitigation techniques"]}, "links": [{"href": "https://aisberg.unibg.it/bitstream/10446/189887/1/ch048.pdf"}, {"href": "https://doi.org/10.5281/zenodo.3463481"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proc.%20of%20the%207th%20International%20Conference%20on%20Earthquake%20Geotechnical%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463481", "name": "item", "description": "10.5281/zenodo.3463481", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463481"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "3005528129", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:26:35Z", "type": "Journal Article", "created": "2020-02-06", "title": "Model averaging for mapping topsoil organic carbon in France", "description": "Abstract   The soil organic carbon (SOC) pool is the largest terrestrial carbon (C) pool and is two to three times larger than the C stored in vegetation and the atmosphere. SOC is a crucial component within the C cycle, and an accurate baseline of SOC is required, especially for biogeochemical and earth system modelling. This baseline will allow better monitoring of SOC dynamics due to land use change and climate change. However, current estimates of SOC stock and its spatial distribution have large uncertainties. In this study, we test whether we can improve the accuracy of the three existing SOC maps of France obtained at national (IGCS), continental (LUCAS), and global (SoilGrids) scales using statistical model averaging approaches. Soil data from the French Soil Monitoring Network (RMQS) were used to calibrate and evaluate five model averaging approaches, i.e., Granger-Ramanathan, Bias-corrected Variance Weighted (BC-VW), Bayesian Modelling Averaging, Cubist and Residual-based Cubist. Cross-validation showed that with a calibration size larger than 100 observations, the five model averaging approaches performed better than individual SOC maps. The BC-VW approach performed best and is recommended for model averaging. Our results show that 200 calibration observations were an acceptable calibration strategy for model averaging in France, showing that a fairly small number of spatially stratified observations (sampling density of 1 sample per 2500\u00a0km2) provides sufficient calibration data. We also tested the use of model averaging in data-poor situations by reproducing national SOC maps using various sized subsets of the IGCS dataset for model calibration. The results show that model averaging always performs better than the national SOC map. However, the Modelling Efficiency dropped substantially when the national SOC map was excluded in model averaging. This indicates the necessity of including a national SOC map for model averaging, even if produced with a small dataset (i.e., 200 samples). This study provides a reference for data-poor countries to improve national SOC maps using existing continental and global SOC maps.", "keywords": ["Soil organic carbon", "[SDV]Life Sciences [q-bio]", "cartographie num\u00e9rique des sols", "04 agricultural and veterinary sciences", "cartographie num\u00e9rique du sol", "Data-poor countries", "15. Life on land", "01 natural sciences", "soil sciences", "sciences du sol", "[SDV] Life Sciences [q-bio]", "Digital soil mapping", "Sample size requirement", "13. Climate action", "carbone organique du sol", "Bias-corrected Variance Weighted", "0401 agriculture", " forestry", " and fisheries", "0105 earth and related environmental sciences"]}, "links": [{"href": "https://hal.science/hal-02473703/file/revised%20accepted%20version%20Chen%20et%20al.pdf"}, {"href": "https://doi.org/3005528129"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Geoderma", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "3005528129", "name": "item", "description": "3005528129", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/3005528129"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-05-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3463558", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:45Z", "type": "Journal Article", "title": "A liquefaction surface to describe liquefaction phenomena in unsaturated sandy soils", "description": "The energetic interpretation of liquefaction tests indicates that the behavior of unsaturated<br> sands can be related to the specific energy spent to liquefaction In this paper, an insight<br> is proposed on the role played by the two components of such a specific energy: the specific<br> volumetric energy to liquefaction (Ev,liq) and the specific deviatoric energy to liquefaction (Es,liq).<br> It is argued that Ev,liq (which is nil in saturated soils) can be considered as a state variable to<br> quantify the increase of cyclic resistance caused by a reduced degree of saturation, being thus<br> constant along a given cyclic resistance curve. Es,liq is instead related to a specific value of cyclic<br> resistance ratio or number of cycles at liquefaction via the value of the volumetric component. In<br> fact, for saturated tests (Ev,liq=0) Es,liq is constant for a fixed number of cycles at liquefaction (Nliq).<br> For unsaturated tests, Es,liq increases as Ev,liq increases for a given value of Nliq. The three variables<br> (Ev,liq, Es,liq and Nliq) define a \u201cliquefaction surface\u201d describing the resistance to liquefaction of<br> unsaturated soils.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology", "6. Clean water"], "contacts": [{"organization": "MELE L., LIRER S., FLORA A.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3463558"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proc.%20of%20the%207th%20International%20Conference%20on%20Earthquake%20Geotechncial%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3463558", "name": "item", "description": "10.5281/zenodo.3463558", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3463558"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3464108", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "created": "2020-02-27", "title": "Empirical damage and liquefaction fragility curves from 2012 Emilia earthquake data", "description": "<p> The study focuses on the effects of liquefaction on structures taken from data on about 1000 private residential masonry buildings located in several municipalities struck by the 2012 Emilia earthquake. Survey data were collected by teams of experts coordinated by the Italian Department of Civil Protection in the immediate post-earthquake emergency phase. They included information on building characteristics and the level and extent of the damage to structural and non-structural components. Furthermore, according to data related to the reconstruction process, information on the liquefaction-induced type and extent of the damage was also collected. Through a comparative analysis of the empirical damage, it was found that liquefaction strongly affected the buildings, confirming its relevance in the damage scenario under specific subsoil conditions. Based on this evidence, the article proposes a correlation between structural damage and liquefaction when it comes to deriving proper preliminary empirical fragility curves. A suitable parameter to define liquefaction effects at ground level is introduced and correlated to damage grades defined according to the European Macroseismic Scale: EMS-98. </p>", "keywords": ["empirical damge", "residential buildings", "fragility curves", "liquefaction", "earthquake", "11. Sustainability", "0211 other engineering and technologies", "02 engineering and technology", "earthquake; empirical damge; fragility curves; liquefaction; residential buildings"], "contacts": [{"organization": "Di Ludovico M., Chiaradonna A., Bilotta E., Flora A., Prota A.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3464108"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Earthquake%20Spectra", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3464108", "name": "item", "description": "10.5281/zenodo.3464108", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3464108"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-02-26T00:00:00Z"}}, {"id": "10.5281/zenodo.3572794", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:47Z", "type": "Journal Article", "created": "2019-05-14", "title": "Global drivers of methane oxidation and denitrifying gene distribution in drylands", "description": "AbstractAim<p>Microorganisms carrying pmoA and nosZ genes are major drivers of methane and nitrous oxide fluxes from soils. However, most studies on these organisms have been conducted in mesic ecosystems; therefore, little is known about the factors driving their distribution in drylands, the largest biome on Earth. We conducted a global survey to evaluate the role of climate\uffe2\uff80\uff90 and soil\uffe2\uff80\uff90related variables as predictors of the richness, abundance and community structure of bacteria carrying pmoA and nosZ genes.</p>Location<p>Eighty dryland ecosystems distributed worldwide.</p>Time period<p>From February 2006 to December 2011.</p>Major taxa studied<p>Methanotrophic (carrying the pmoA gene) and denitrifiying (carrying the nosZ gene) bacteria.</p>Methods<p>We used data from a field survey and structural equation modelling to evaluate the direct and indirect effects of climatic (aridity, rainfall seasonality and mean annual temperature) and soil (organic carbon, pH and texture) variables on the total abundance, richness and community structure of microorganisms carrying pmoA and nosZ genes.</p>Results<p>Taxa related to Methylococcus capsulatus or Methylocapsa sp., often associated with mesic environments, were common in global drylands. The abundance and richness of methanotrophs were not associated with climate or soil properties. However, mean annual temperature, rainfall seasonality, organic C, pH and sand content were highly correlated with their community structure. Aridity and soil variables, such as sand content and pH, were correlated with the abundance, community structure and richness of the nosZ bacterial community.</p>Main conclusions<p>Our study provides new insights into the drivers of the abundance, richness and community structure of soil microorganisms carrying pmoA and nosZ genes in drylands worldwide. We highlight how ongoing climate change will alter the structure of soil microorganisms, which might affect the net CH4 exchange and will probably reduce the capacity of dryland soils to carry out the final step of denitrification, favouring net N2O emissions.</p", "keywords": ["2. Zero hunger", "0301 basic medicine", "0303 health sciences", "03 medical and health sciences", "methanotrophs", "arid regions", "550", "oxidation", "13. Climate action", "methane", "abundance", " community structure", " denitrifiers", " drylands", " methanotrophs", " richness", "15. Life on land", "denitrifying bacteria"]}, "links": [{"href": "https://onlinelibrary.wiley.com/doi/pdf/10.1111/geb.12928"}, {"href": "https://doi.org/10.5281/zenodo.3572794"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Global%20Ecology%20and%20Biogeography", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3572794", "name": "item", "description": "10.5281/zenodo.3572794", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3572794"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-05-13T00:00:00Z"}}, {"id": "10.5281/zenodo.3464956", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "title": "Mapping the liquefaction hazard at different geographical scales", "description": "Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, <strong>7ICEGE</strong>, Rome (Italy), June 2019", "keywords": ["0211 other engineering and technologies", "02 engineering and technology"], "contacts": [{"organization": "Lai C. G., Conca D., Fama\u0300 A., O\u0308zcebe A. G., Zuccolo E., Bozzoni F., Meisina C., Boni\u0300 R., Poggi V., Cosentini R. M.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3464956"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proceedings%20of%20the%207th%20International%20Conference%20on%20Earthquake%20Geotechnical%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3464956", "name": "item", "description": "10.5281/zenodo.3464956", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3464956"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465205", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "title": "ASSESSMENT OF SEISMIC SITE RESPONSE BASED ON MICROTREMOR MEASUREMENTS", "description": "Microtremor measurements is a cost-effective and non-invasive technique based on the ambient vibrations recordings of three components at ground surface. It is used to estimate the fundamental frequency of soils, f0, and<br> its amplification ratio, A0, based on the spectral ratio between the horizontal (H) and vertical (V) components of the measurements. In the scope of the H2020 EU funded, LIQUEFACT project, which addresses the mitigation of the risks associated with the liquefaction induced due to the seismic action, in situ geotechnical tests were performed, including microtremor measurements, in the Lisbon area in Portugal. Each measurement had an approximate duration of 40 minutes at 26 different sites, using a SYSCOM velocity sensor (MS2003+) connected to an SYSCOM acquisition unit (MR2002), considering an acquisition frequency of 400 Hz. The H/V curves at some points exhibit clear single peaks with large amplitude, which could be associated to sharp discontinuities corresponding to a profile with a single fairly homogeneous layer with a low value of the shear wave velocity contrasting a much higher value at a certain depth (\u201cseismic bedrock\u201d). The studied areas are characterized by peak frequencies ranging from 0.92 to 11.01 Hz and peak amplitudes ranging from 2.58 to 4.73. The linear equivalent model was used to assess seismic site effects, using Cross-Hole data to build the soil profile, along with strain-dependent curves from resonant column and cyclic torsional tests. The peak horizontal acceleration computed through numerical simulation was then compared with the frequency, the amplitude and the shape of HVSR curves to assess HVSR curves reliability in the prediction of seismic siteeffects.", "keywords": ["02 engineering and technology", "01 natural sciences", "0201 civil engineering", "0105 earth and related environmental sciences"], "contacts": [{"organization": "Ramos, Andr\u00e9, Carrilho Gomes, Rui, Viana da Fonseca, Ant\u00f3nio,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465205"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/16th%20European%20Conference%20on%20Earthquake%20Engineering%20-%20Thessaloniki", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465205", "name": "item", "description": "10.5281/zenodo.3465205", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465205"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465229", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Report", "created": "2019-10-23", "title": "3D geological model reconstruction for liquefaction hazard assessment in the Po Plain", "description": "Proceedings of the VII ICEGE 7th International Conference on Earthquake Geotechnical Engineering, Rome, Italy, 17-20 June 2019.", "keywords": ["dynamic", "550", "earthquake; site effects; topographic effect", "0211 other engineering and technologies", "600", "02 engineering and technology", "624", "laboratory tests", "name=General Earth and Planetary Sciences", "620", "site effects", " Central italy earthquake 2016", " Amatrice", "2-D numerical models", " GIS", "0201 civil engineering", "3D Geological model", " liquefaction hazard", " earthquake", " Po Plain.", "/dk/atira/pure/subjectarea/asjc/1900/1900", "name=General Environmental Science", "sandy", "/dk/atira/pure/subjectarea/asjc/2300/2300"], "contacts": [{"organization": "C. Meisina, R. Boni\u0300, M. Bordoni, C. Lai, A. Fama\u0300, F. Bozzoni, R. M. Cosentini, D. Castaldini, D. Fontana, S. Lugli, A. Ghinoi, L. Martelli, P. Severi,", "roles": ["creator"]}]}, "links": [{"href": "https://www.iris.unict.it/bitstream/20.500.11769/386431/2/ch385.pdf"}, {"href": "https://doi.org/10.5281/zenodo.3465229"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465229", "name": "item", "description": "10.5281/zenodo.3465229", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465229"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-10-22T00:00:00Z"}}, {"id": "10.5281/zenodo.3465277", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "title": "Liquefaction demand parameters best correlated to damage on buried pipeline networks: The case study of Christchurch", "description": "Proceedings of the VII ICEGE 7th International Conference on Earthquake Geotechnical Engineering, Rome, Italy, 17-20 June 2019.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology", "0201 civil engineering"], "contacts": [{"organization": "Shinde, S., Bozzoni, F., Lai, C.G., Cubrinovski, M.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465277"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proceedings%20of%20the%20VII%20ICEGE%207th%20International%20Conference%20on%20Earthquake%20Geotechnical%20Engineering%2C%20Rome%2C%20Italy%2C%2017-20%20June%202019.", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465277", "name": "item", "description": "10.5281/zenodo.3465277", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465277"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465239", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "title": "Comparative analysis of liquefaction susceptibility assessment by CPTu and SPT tests", "description": "The assessment of liquefaction susceptibility from field tests is conventionally based on the factor of safety (FSliq) against liquefaction, relating the cyclic resistance ratio (CRR) with the cyclic stress ratio (CSR). The calculation of CSR is relatively straightforward, whereas CRR strongly depends on the in situ technique from which it is derived. Distinct approaches have been proposed based on quantitative liquefaction risk in-dexes, namely the Liquefaction Potential Index (LPI) and the Liquefaction Severity Number (LSN). In Portugal, a pilot site for liquefaction assessment has been set up in the Lower Tagus Valley, near Lisbon, within the European H2020 LIQUEFACT project. In this paper, the geotechnical field data from SPT and CPTu is inte-grated in the three approaches to liquefaction assessment. A comparative analysis of the results is presented and discussed, highlighting the differences and limitations of these in situ tests in the assessment of liquefaction susceptibility in loose granular soils.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology"], "contacts": [{"organization": "Viana da Fonseca, Ant\u00f3nio, Ferreira, Cristiana, Saldanha, Ana Sofia, Ramos, Catarina, Rodrigues, Carlos,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465239"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proceedings%20of%20the%20CPT%2718%204th%20International%20symposium%20on%20Cone%20Penetration%20Testing", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465239", "name": "item", "description": "10.5281/zenodo.3465239", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465239"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-06-13T00:00:00Z"}}, {"id": "10.5281/zenodo.3465287", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Report", "title": "LIQUEFACT Project Studies in Canakkale Pilot Site", "description": "Our aim is to outline the ground characterisation studies in Canakkale test site. Study is based on the EU H2020<br> LIQUEFACT project entitled \u201cLiquefact: Assessment and mitigation of liquefaction potential across Europe: a<br> holistic approach to protect structures / infrastructures for improved resilience to earthquake-induced<br> liquefaction disasters\u201d. Objectives and extent of ground characterization for Canakkale test site includes preexisting<br> soil investigation studies and complementary field studies. There were several SPT and geophysical<br> tests carried out in the study area. Within the context of the complementary tests, six (6) study areas in the test<br> site were chosen and complementary tests were carried out in these areas. In these areas, additional boreholes<br> were opened and SPT tests were performed. Seismic refraction, MASW and micro tremor measurements had<br> been carried out in pre-existing studies. Tests were downhole seismic, PS-logging, seismic refraction, 2D-ReMi,<br> MASW, micro tremor (H/V Nakamura method), 2D resistivity and resonance acoustic profiling (RAP).<br> Dynamic soil properties had not been measured in pre-existing studies, therefore these properties were<br> investigated within the scope of the complementary tests. Within the context of complementary field studies,<br> dynamic soil properties were measured using resonant column and cyclic direct shear tests.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology", "15. Life on land"], "contacts": [{"organization": "Ozcep, F., Oztoprak, S., Aysal, N., Bozbey, I., Tezel, O., Oser, C., Sargin, S., Bekin, E.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465287"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465287", "name": "item", "description": "10.5281/zenodo.3465287", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465287"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2017-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465422", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "created": "2017-10-03", "title": "Numerical modelling of the dynamic response of liquefiable deposits in the presence of small scale buildings", "description": "The impact of liquefaction in building performance during earthquakes is an aspect that has been recently receiving more attention by the technical and scientific communities, in an attempt to reduce the vulnerability of structures located in loose sandy saturated deposits. Currently, the design of buildings in liquefiable layers is performed based on empirical rules, where the liquefaction potential and the ground settlements are usually assessed free-field conditions, i.e., neglecting the presence of the surface structures. Even in the probabilistic approaches that tend to incorporate Earthquake Liquefaction Induced Damages (ELID) from some case-histories that include buildings at the surface, have never incorporated foundations characteristics and loading conditions. However, recent advances in numerical modelling allow performing a more rigorous assessment of the effects induced by liquefaction, namely the settlements that are expected to occur in the spread footings of structures, one of the most common foundation system implemented in small-to-mid-rise constructions in Europe. Therefore, the present paper focuses research on the assessment of the settlements due to earthquake-induced liquefaction that is being conducted within the European Project LIQUEFACT.", "keywords": ["11. Sustainability", "0211 other engineering and technologies", "02 engineering and technology"]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465422"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Proceedings%20of%20the%206th%20International%20Conference%20on%20Computational%20Methods%20in%20Structural%20Dynamics%20and%20Earthquake%20Engineering%20%28COMPDYN%202015%29", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465422", "name": "item", "description": "10.5281/zenodo.3465422", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465422"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2017-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465443", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Report", "created": "2019-06-22", "title": "Human-driven Machine-automation of Engineering Research", "description": "This paper presents a framework for efficiently producing engineering research in a global collaborative<br> effort in a rigorous scientific manner. The proposed framework reduces subjective analysis, automates<br> several mundane research tasks and provides a suitable formal structure for efficient information sharing and collaboration. The implementation of the framework involves multiple research groups setting up different web-servers that can perform the steps of the scientific method and automatically determine the quality and value of new research by directly communicating between servers via public and private application programming interfaces (APIs) using a set of object-oriented protocols. The automation of many mundane research tasks (e.g. data manipulation), would allow researchers to focus more on the novel aspects of their research efforts. The increased clarity around the quality and value of research would allow the research efforts of individuals and available research funding to be better disbursed. The paper discusses the major aspects of the scientific method, object-orientated programming, the application of the proposed research framework for experimental/analytical/numerical engineering research, some of the potential benefits and drawbacks, as well as the current state of implementation.", "keywords": ["0301 basic medicine", "0303 health sciences", "03 medical and health sciences", "Engenharia civil", " Engenharia civil", "Ci\u00eancias da engenharia e tecnologias::Engenharia civil", "Engineering and technology::Civil engineering", "Civil engineering", " Civil engineering"]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465443"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465443", "name": "item", "description": "10.5281/zenodo.3465443", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465443"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-06-19T00:00:00Z"}}, {"id": "10.5281/zenodo.3465455", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "title": "Comparison among different approaches of estimating pore pressure development in liquefiable deposits", "description": "Estimating pore pressure development in liquefiable deposits is very important to predict liquefaction consequences at the surface namely in terms of damages to structures. Several simplified methods have been proposed from which the stress-based method from Seed et al. (1975) is the most widely used, due to its simplicity. Various attempts have been made however to develop an energy based method that could avoid the conversion to an equivalent loading, trying to quantify the liquefaction resistance in terms of a measure that reflects the true nature of seismic shear wave loading. This paper investigates the advantages and limitations of stress-based and energy based methods. For that purpose, effective and non linear dynamic numerical analysis were performed and compared with the simplified methods showing the parameters needed in each method, its assumptions and simplifications and its consequences in terms of the pore pressure prediction.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology"], "contacts": [{"organization": "Rios, Sara, Millen, Maxim, Quintero, Julieth, Viana da Fonseca, Ant\u00f3nio,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465455"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/7th%20International%20Conference%20on%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465455", "name": "item", "description": "10.5281/zenodo.3465455", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465455"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465473", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "created": "2021-02-14", "title": "Earthquake-induced soil liquefaction risk: macrozonation of the European territory taking into account exposure", "description": "<p><p>Among natural hazards, earthquakes claim a large number of casualties and economical losses each year around the globe. Excessive deformations of ground surface caused by earthquakes are of great concern in civil engineering, human lives and the environment. Such ground deformations are often associated with a phenomenon of soil instability called earthquake-induced soil liquefaction. Earthquake induced liquefaction disasters at a continental scale are currently addressed within the European research project LIQUEFACT. The University of Pavia (UNIPV) and the European Centre for Training and Research in Earthquake Engineering (EUCENTRE) are currently in charge for the definition of a European liquefaction risk map in the European territory (macrozonation). It is worth noting that liquefaction is a local phenomenon, thus the macrozonation of liquefaction risk at a continental scale is a challenge. This paper presents the preliminary deliverables of this activity, i.e. the maps for the European territory of liquefaction risk, computed by convolving soil susceptibility, expected seismic hazard and exposure.</p></p>", "keywords": ["13. Climate action", "0211 other engineering and technologies", "02 engineering and technology"], "contacts": [{"organization": "Lai, Carlo G., Conca, Daniele, Bozzoni, Francesca, Meisina, Claudia, Bon\u00ec, Roberta,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465473"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/IABSE%20Reports", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465473", "name": "item", "description": "10.5281/zenodo.3465473", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465473"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465439", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "title": "PRELIMINARY DISPLACEMENT-BASED ASSESSMENT PROCEDURE FOR BUILDINGS ON LIQUEFIED SOIL", "description": "This paper provides a simple preliminary procedure for estimating the performance of a building on liquefiable soil. The procedure directly accounts for damage related to ground shaking and in-directly accounts for settlements. Additionally, it also considers the change in shaking demand and changes to the natural vibration modes of the systems due to liquefaction. The proposed procedure makes use of a displacement-based assessment procedure that considers nonlinear soil-foundation-structure interaction and extends it to include the effects of liquefaction. The extensions rely on several assumptions about the behaviour of the soil, site response and the structure, which require further research to improve the robustness of the assessment. Two small studies are conducted: one explores at what time the peak displacement of a system occurs during shaking, and the second explores the potential changes in site amplification due to liquefaction, which provide some justification to the proposed assumptions for the procedure. The procedure is applied to a six-storey two-bay case study reinforced concrete frame building to demonstrate the influence of various effects of liquefaction. For the case study building, the role of shaking damage was large and the estimated reduction in shaking demand was important to the estimated level of ductility demand, highlighting the importance of quantifying the expected site response for the assessment of building performance.", "keywords": ["Engenharia de infra-estruturas", " Engenharia civil", "Ci\u00eancias da engenharia e tecnologias::Engenharia civil", "Engineering and technology::Civil engineering", "0211 other engineering and technologies", "02 engineering and technology", "Infrastructures engineering", " Civil engineering", "0201 civil engineering"], "contacts": [{"organization": "Millen, Maxim, Viana da Fonseca, Ant\u00f3nio, Rom\u00e3o, Xavier,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465439"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/16th%20European%20Conference%20on%20Earthquake%20Engineering%20-%20Thessaloniki", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465439", "name": "item", "description": "10.5281/zenodo.3465439", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465439"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465451", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "title": "Simplified equivalent soil profiles based on liquefaction performance for shallow-founded structures", "description": "Earthquake-induced liquefaction is responsible for considerable structural damage. However, conventional liquefaction assessment focuses only on triggering. In this paper, the eval-uation of liquefaction is refocused to consider the performance of buildings. A new hazard-inde-pendent liquefaction classification is proposed where the soil profile is defined as an equivalent 3-layered soil profile. The classification consists of only three features, highly influential to the performance of buildings: the depth of the non-liquefying crust, and the thickness and liquefaction resistance of the potentially liquefiable layer. The influence of these parameters is explored with reference to changes of the ground surface acceleration and foundation bearing capacity. A pro-cedure to obtain the 3-layered soil profile from CPT data is developed and set of soil profile classes are developed for rapid loss assessment purposes. The procedure and classes are demon-strated on a case study site considering 100 CPT from Christchurch and a comparison is made regarding the computed LSN value for the equivalent and CPT profiles.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology"], "contacts": [{"organization": "Millen, Maxim, Ferreira, Cristiana, Gerace, A., Viana da Fonseca, Ant\u00f3nio,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465451"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/7th%20International%20Confence%20on%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465451", "name": "item", "description": "10.5281/zenodo.3465451", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465451"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3465515", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "created": "2018-06-15", "title": "Investigation into the Settlement of a Case Study Building on Liquefiable Soil in Adapazari, Turkey", "description": "This paper investigates the key parameters that influenced the settlement of a case study building on liquefiable soil in Adapazari (Turkey) during the 1999 Kocaeli earthquake. Ground movements in Adapazari caused large devastation, largely attributed to liquefaction of low plasticity silty soil layers underneath buildings on shallow foundations. The case study soil profile was well characterized by in-situ testing as well as laboratory tests from the Adapazari area. This allowed several different estimates of the building settlement to be obtained through different methods and through a variation in upper and lower bound estimates of the soil parameters. The different methods and different soil properties resulted in a wide range of estimates from 0.004 m to 1.6 m for the building settlement, compared to the observed in-situ value of 0.9 m. Even though the results were varied, the estimation of the liquefied strength of the soil appeared to be a key parameter for the settlement of the case study building. A detailed study with the PLAXIS finite-element software and UBC3D-PLM constitutive model, provided a consistent estimate of the final settlement of 0.9 m compared to the in-situ value. However, the limitation due to the enforced \u2018undrained\u2019 conditions during the dynamic phase of the analyses may have resulted in an inaccurate simulation of the pore water pressure and subsequently could have influenced the estimation of settlement. The modeling of the liquefaction settlements under free-field conditions was also considerably less than the re-consolidation settlements that were obtained through simplified procedures, suggesting that the re-consolidation settlement under the foundation was not modelled accurately. The present paper focuses on the assessment of the settlements due to earthquake-induced liquefaction as part of the research being conducted within the European project LIQUEFACT", "keywords": ["0211 other engineering and technologies", "02 engineering and technology"]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465515"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Geotechnical%20Earthquake%20Engineering%20and%20Soil%20Dynamics%20V", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465515", "name": "item", "description": "10.5281/zenodo.3465515", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465515"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-06-07T00:00:00Z"}}, {"id": "10.5281/zenodo.3465533", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:46Z", "type": "Journal Article", "title": "Evaluation of system response and liquefaction damage assessment tools applied to Adapazari cases in Kocaeli 1999 earthquake", "description": "Ground movements in Adapazari (Turkey) during the 1999 Kocaeli earthquake caused large devastations in the city, which were largely attributed to liquefaction of low plasticity silty soils underneath buildings with shallow foundations. In this study, CPT and laboratory test data were compiled adjacent to the liquefaction-induced damaged buildings. To understand the capability of system response approach and damage assessment tools such as LSN and LPI, fifty five cases were selected. Results revealed that the system response can be applied to shallow silty soils in Adapazari. It was evaluated that soils with soil behavior index (Ic) greater than 2.6 may liquefy (even if they are located over the ground water level), if they have Plasticity Indices lower than 15%. Another important finding was that LSN values calculated from the foundation level were better indicators than LPI values for estimating the liquefaction induced damage level in Adapazari cases.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology", "6. Clean water"], "contacts": [{"organization": "Oztoprak, S., Oser, C., Sargin, S., Bozbey, I, Aysal, N., Ozcep, F., Kelesoglu, M. K., Almasraf, M.,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3465533"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/7th%20ICEGE%20%28International%20Conference%20on%20Earthquake%20Geotechnical%20Engineering%29", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3465533", "name": "item", "description": "10.5281/zenodo.3465533", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3465533"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-01-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3548796", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:47Z", "type": "Journal Article", "created": "2021-01-30", "title": "On the dose dependence prior and after stimulation with visible light of E' and Al-hole centres in sedimentary quartz: correlation and mechanisms", "description": "E\u2019 and Al-hole centres are some of the most common and abundant paramagnetic defects in sedimentary quartz. Here we investigate the dose dependence of these defects before and after exposure to light by electron spin resonance (ESR). Unlike the Al-hole centre, known to have only radiation-induced formation mechanisms, the E\u2019 seems to possess a response to gamma dose characterised by predominantly radiation-induced annihilation at lower doses (about 1000 Gy) and a predominantly radiation-induced formation at higher doses, at least in our investigated dose range (up to 40 kGy). We propose these dose response mechanisms to be governed by electron trapping by E\u2019 itself and by hole trapping by the oxygen deficiency centre (ODC), known to be the main precursor of E\u2019. We show that the ESR signals of both defects are linearly correlated during their formation as well as during their dissociation under both irradiation and sunlight exposure. We further show that there is a clear correlation between the light sensitive Al-hole centres (also known as the Al-hole bleachable part), and the amount of E\u2019 produced after prolonged light exposure. This indicates a correlation between the holes released from Al-hole and those trapped by one of the two electrons in the ODCs producing E\u2019. As such, the origin of the unbleachable part of the Al-hole signal resides in the availability of oxygen deficiency centres which are also dependent on the accumulated gamma dose.", "keywords": ["03 medical and health sciences", "0302 clinical medicine", "electron spin resonance; E' centres; Al-hole centres; gamma dose response; mechanisms; bleaching; correlation", "01 natural sciences", "0105 earth and related environmental sciences"]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3548796"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Radiation%20Measurements", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3548796", "name": "item", "description": "10.5281/zenodo.3548796", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3548796"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2021-02-01T00:00:00Z"}}, {"id": "10.5281/zenodo.3559850", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:47Z", "type": "Dataset", "title": "GPP at FLUXNET Tier 1 sites from P-model", "description": "Gross primary production, simulated by the P-model for each FLUXNET 2015 Tier 1 site. The model was driven by site-specific meteorological forcing and MODIS FPAR, extracted for the pixel corresponding to the site location. The CSV files contain simulated GPP values from different model setups conducted with the P-model and used for the publication Stocker et al. <em>Geosci. Mod. Dev. </em>(in review). One file is given for each temporal aggregation level (daily, 8-daily, annual, spatial [= mean annual value by site], and mean seasonal cycle [= mean per day-of-year]. Each file contains output from all model setups presented in Stocker et al. (2019), as given by column <em>setup</em>. The data differs slightly for each file: <strong>Daily</strong> gpp_pmodel_fluxnet2015_stocker19gmd_daily.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>date: </em>YYYY-MM-DD), date_start (in _8daily, YYYY-MM-DD specifying the first day of the respective 8-day period), year (in _annual, YYYY), doy (in __meanseason, specifying the day-of-year), <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> d<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below. <strong>8-daily</strong> gpp_pmodel_fluxnet2015_stocker19gmd_8daily.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>date_start</em> : YYYY-MM-DD specifying the first day of the respective 8-day period <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> d<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below. <strong>Annual</strong> gpp_pmodel_fluxnet2015_stocker19gmd_annual.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>year: </em>YYYY <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> yr<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below. <strong>Spatial</strong> gpp_pmodel_fluxnet2015_stocker19gmd_spatial.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> yr<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below. <strong>Mean seasonal cycle</strong> gpp_pmodel_fluxnet2015_stocker19gmd_meanseason.csv: <em>sitename</em>: A character specifying the site ID following the naming given by FLUXNET 2015. <em>doy: </em>day-of-year <em>gpp</em>: Simulated gross primary production, in units of g C m<sup>-2</sup> d<sup>-1</sup> <em>setup</em>: A character specifying the model setup name used in Stocker et al. (2019). See also below.", "keywords": ["FLUXNET", "GPP", "Carbon cycle", "Photosynthesis", "Remote sensing"], "contacts": [{"organization": "Stocker, Benjamin D", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3559850"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3559850", "name": "item", "description": "10.5281/zenodo.3559850", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3559850"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-06-18T00:00:00Z"}}, {"id": "10.5281/zenodo.3572061", "type": "Feature", "geometry": null, "properties": {"updated": "2026-04-04T16:23:47Z", "type": "Dataset", "title": "Field-lab data and analyses results West Kalimantan, Indonesia", "description": "Open AccessField data included in this compressed folder were collected over an area of approximately 23,500 hectares in West Kalimantan, Indonesia. The folder includes Excel and txt files with the following contents: field measurements of the peat thickness at 63 coring sites, laboratory analyses results of the samples collected in the field, field and lab measurements of electrical conductivity. Moreover, there is a file containing all the measurements of peat thickness and soil elevation extracted from the figures contained in previous studies. Finally, the folder also includes the results obtained from the inversion of the Airborne Electromagntic (AEM) data collected with the SkyTEM instrument over the study site, and specifically the resistivity of the soil layers obtained from the inversion and the peat thickness corresponding to the 45 Ohmm threshold. The folder also includes the Python codes used for the statistical analyses explained in the paper.", "keywords": ["13. Climate action", "15. Life on land", "Organic carbon content", " Airborne Electromagnetics", " CRESCENDO", " Marie Sk\u0142odowska-Curie action", " peatlands", " peat thickness", " peat volume", " Indonesia", " SkyTEM", " carbon pool"], "contacts": [{"organization": "Sonia, Silvestri, Knight Rosemary, Viezzoli Andrea, Richardson Curtis, Anshari Gusti, Dewar Noah, Flanagan Neal, Comas Xavier,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.5281/zenodo.3572061"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.3572061", "name": "item", "description": "10.5281/zenodo.3572061", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.3572061"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-12-12T00:00:00Z"}}], "links": [{"rel": "self", "type": "application/geo+json", "title": "This document as GeoJSON", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items?keywords=TH&offset=6350&f=json", "hreflang": "en-US"}, {"rel": "alternate", "type": "text/html", "title": "This document as HTML", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items?keywords=TH&offset=6350&f=html", "hreflang": "en-US"}, {"rel": "collection", "type": "application/json", "title": "Collection URL", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main", "hreflang": "en-US"}, {"type": "application/geo+json", "rel": "prev", "title": "items (prev)", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items?keywords=TH&offset=6300", "hreflang": "en-US"}, {"rel": "next", "type": "application/geo+json", "title": "items (next)", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items?keywords=TH&offset=6400", "hreflang": "en-US"}], "numberMatched": 10325, "numberReturned": 50, "distributedFeatures": [], "timeStamp": "2026-04-05T06:07:09.276979Z"}