Timely spatially explicit warning of areas with high fire occurrence probability is an important component of strategic plans to prevent and monitor fires within South American (SA) Protected Areas (PAs). In this study, we present a five\uffe2\uff80\uff90level alert system, which combines both climatological and anthropogenic factors, the two main drivers of fires in SA. The alert levels are: High Alert, Alert, Attention, Observation and Low Probability. The trend in the number of active fires over the past three years and the accumulated number of active fires over the same period were used as indicators of intensification of human use of fire in that region, possibly associated with ongoing land use/land cover change (LULCC). An ensemble of temperature and precipitation gridded output from the GloSea5 Seasonal Forecast System was used to indicate an enhanced probability of hot and dry weather conditions that combined with LULCC favour fire occurrences. Alerts from this system were first issued in August 2020, for the period ranging from August to October (ASO) 2020. Overall, 50% of all fires observed during the ASO 2017\uffe2\uff80\uff932019 period and 40% of the ASO 2020 fires occurred in only 29 PAs were all categorized in the top two alert levels. In categories mapped as High Alert level, 34% of the PAs experienced an increase in fires compared with the 2017\uffe2\uff80\uff932019 reference period, and 81% of the High Alert false alarm registered fire occurrence above the median. Initial feedback from stakeholders indicates that these alerts were used to inform resource management in some PAs. We expect that these forecasts can provide continuous information aiming at changing societal perceptions of fire use and consequently subsidize strategic planning and mitigatory actions, focusing on timely responses to a disaster risk management strategy. Further research must focus on the model improvement and knowledge translation to stakeholders.
", "keywords": ["0106 biological sciences", "Atmospheric Science", "Land cover", "Flood Risk", "Precipitation", "01 natural sciences", "Environmental science", "Impact of Climate Change on Forest Wildfires", "Global Flood Risk Assessment and Management", "Meteorology", "Engineering", "Machine learning", "False alarm", "Civil engineering", "0105 earth and related environmental sciences", "Climatology", "Global and Planetary Change", "Tropical Cyclone Intensity and Climate Change", "Geography", "Warning system", "Geology", "FOS: Earth and related environmental sciences", "15. Life on land", "Computer science", "Earth and Planetary Sciences", "13. Climate action", "Environmental Science", "Physical Sciences", "Land use", "Telecommunications", "FOS: Civil engineering"]}, "links": [{"href": "https://rmets.onlinelibrary.wiley.com/doi/pdf/10.1002/cli2.19"}, {"href": "https://doi.org/10.1002/cli2.19"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Climate%20Resilience%20and%20Sustainability", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1002/cli2.19", "name": "item", "description": "10.1002/cli2.19", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1002/cli2.19"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2021-10-20T00:00:00Z"}}, {"id": "10.1016/j.combustflame.2019.11.001", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:15:54Z", "type": "Journal Article", "created": "2020-01-24", "title": "Influence of soil conditions on the multidimensional spread of smouldering combustion in shallow layers", "description": "Abstract Smouldering peatland fires are capable of burning vast amounts of organic soils, resulting in the release of greenhouse gases into the atmosphere, as well as a significant deterioration of air quality causing in major regional crises known as haze events. Fundamental understanding of smouldering fire spread is essential for the development of mitigating technologies. In this paper, we have systematically conducted 63 experiments studying the individual and combined influence of two key factors affecting multidimensional smouldering spread in organic soils: moisture content (MC) and inorganic content (IC). Both lateral and in-depth smouldering spread were investigated using a novel shallow reactor. This shallow depth allows a greater number of experiments to be performed in a short period of time compared to deeper samples. Lateral spread was found to decrease linearly with moisture content (R2 > 90%); while in-depth spread rate increased linearly up to 300% from moisture content of 0% to 140%. Increased inorganic content linearly decreased the lateral spread rate but had little influence on in-depth spread in drier samples. Interestingly, in wetter samples, in-depth spread was in fact sensitive to inorganic content. A novel approach combining lateral and in-depth spread rates as vector components, revealed that the global spread is independent of moisture content, with an average spread rate of 8.7 and 8.4\u00a0cm/h for 2.5 and 40% IC, with changes in direction according to moisture content; going in-depth for wet soils, and laterally for dry soils. Similarly, increasing the IC encouraged downward spread for wet samples. We also report observations of a bifurcation of lateral spread, where spread would locally extinguish where the in-depth spread was greater than the lateral spread. These findings provide previously unknown insight into the relationship between lateral and in-depth spread in smouldering fires, ultimately improving the fundamental understanding of such fires.", "keywords": ["Technology", "Engineering", " Chemical", "Energy & Fuels", "0904 Chemical Engineering", "Engineering", " Multidisciplinary", "TRANSIENT GAS", "Chemical", "02 engineering and technology", "Wildfire", "MOISTURE", "0902 Automotive Engineering", "01 natural sciences", "0201 civil engineering", "Engineering", "Smouldering", "Heat transfer", "Biomass", "PEAT FIRES", "0105 earth and related environmental sciences", "Multidisciplinary", "Science & Technology", "Energy", "CONSUMPTION", "15. Life on land", "Mechanical", "Fire", "Engineering", " Mechanical", "IGNITION", "13. Climate action", "Physical Sciences", "PARTICLE EMISSIONS", "Thermodynamics", "0913 Mechanical Engineering"], "contacts": [{"organization": "Christensen, EG, Fernandez-Anez, N, Rein, G,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.1016/j.combustflame.2019.11.001"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Combustion%20and%20Flame", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.combustflame.2019.11.001", "name": "item", "description": "10.1016/j.combustflame.2019.11.001", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.combustflame.2019.11.001"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-04-01T00:00:00Z"}}, {"id": "10.1002/eqe.3063", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:03Z", "type": "Journal Article", "created": "2018-06-01", "title": "A frequency-dependent and intensity-dependent macroelement for reduced order seismic analysis of soil-structure interacting systems", "description": "SummaryThe computational demand of the soil\uffe2\uff80\uff90structure interaction analysis for the design and assessment of structures, as well as for the evaluation of their life\uffe2\uff80\uff90cycle cost and risk exposure, has led the civil engineering community to the development of a variety of methods toward the model order reduction of the coupled soil\uffe2\uff80\uff90structure dynamic system in earthquake regions. Different approaches have been proposed in the past as computationally efficient alternatives to the conventional finite element model simulation of the complete soil\uffe2\uff80\uff90structure domain, such as the nonlinear lumped spring, the macroelement method, and the substructure partition method. Yet no approach was capable of capturing simultaneously the frequency\uffe2\uff80\uff90dependent dynamic properties along with the nonlinear behavior of the condensed segment of the overall soil\uffe2\uff80\uff90structure system under strong earthquake ground motion, thus generating an imbalance between the modeling refinement achieved for the soil and the structure. To this end, a dual frequency\uffe2\uff80\uff90dependent and intensity\uffe2\uff80\uff90dependent expansion of the lumped parameter modeling method is proposed in the current paper, materialized through a multiobjective algorithm, capable of closely approximating the behavior of the nonlinear dynamic system of the condensed segment. This is essentially the extension of an established methodology, also developed by the authors, in the inelastic domain. The efficiency of the proposed methodology is validated for the case of a bridge foundation system, wherein the seismic response is comparatively assessed for both the proposed method and the detailed finite element model. The above expansion is deemed a computationally efficient and reliable method for simultaneously considering the frequency and amplitude dependence of soil\uffe2\uff80\uff90foundation systems in the framework of nonlinear seismic analysis of soil\uffe2\uff80\uff90structure interaction systems.
", "keywords": ["Lumped parameter model", "Macroelement", "Model order reduction", "0211 other engineering and technologies", "Soil-structure interaction", "02 engineering and technology", "620", "0201 civil engineering"]}, "links": [{"href": "https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3063"}, {"href": "https://doi.org/10.1002/eqe.3063"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Earthquake%20Engineering%20%26amp%3B%20Structural%20Dynamics", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1002/eqe.3063", "name": "item", "description": "10.1002/eqe.3063", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1002/eqe.3063"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-06-01T00:00:00Z"}}, {"id": "10.1002/eqe.3275", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:03Z", "type": "Journal Article", "created": "2020-04-29", "title": "Seismic damage accumulation in multiple mainshock\u2013aftershock sequences", "description": "SummaryEarthquakes are generally clustered, both in time and space. Conventionally, each cluster is made of foreshocks, the mainshock, and aftershocks. Seismic damage can possibly accumulate because of the effects of multiple earthquakes in one cluster and/or because the structure is unrepaired between different clusters. Typically, the performance\uffe2\uff80\uff90based earthquake engineering (PBEE) framework neglects seismic damage accumulation. This is because (i) probabilistic seismic hazard analysis (PSHA) only refers to mainshocks and (ii) classical fragility curves represent the failure probability in one event, of given intensity, only. However, for life cycle assessment, it can be necessary to account for the build\uffe2\uff80\uff90up of seismic losses because of damage in multiple events. It has been already demonstrated that a Markovian model (i.e., a Markov chain), accounting for damage accumulation in multiple mainshocks, can be calibrated by maintaining PSHA from the classical PBEE framework and replacing structural fragility with a set of state\uffe2\uff80\uff90dependent fragility curves. In fact, the Markov chain also works when damage accumulates in multiple aftershocks from a single mainshock of known magnitude and location, if aftershock PSHA replaces classical PSHA. Herein, this model is extended further, developing a Markovian model that accounts, at the same time, for damage accumulation: (i) within any mainshock\uffe2\uff80\uff93aftershock seismic sequence and (ii) among multiple sequences. The model is illustrated through applications to a series of six\uffe2\uff80\uff90story reinforced concrete moment\uffe2\uff80\uff90resisting frame buildings designed for three sites with different seismic hazard levels in Italy. The time\uffe2\uff80\uff90variant reliability assessment results are compared with the classical PBEE approach and the accumulation model that only considers mainshocks, so as to address the relevance of aftershocks for life cycle assessment.
", "keywords": ["performance-based earthquake engineering", "life cycle assessment", "state-dependent fragility", "state-dependent fragility", " performance-based earthquake engineering", " back-to-back incremental dynamic analysis", " earthquake clusters", " life-cycle", "02 engineering and technology", "back-to-back incremental dynamic analysis; earthquake clusters; life cycle assessment; performance-based earthquake engineering; state-dependent fragility", "back-to-back incremental dynamic analysis", "earthquake clusters", "0201 civil engineering"]}, "links": [{"href": "https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3275"}, {"href": "https://doi.org/10.1002/eqe.3275"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Earthquake%20Engineering%20%26amp%3B%20Structural%20Dynamics", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1002/eqe.3275", "name": "item", "description": "10.1002/eqe.3275", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1002/eqe.3275"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-04-29T00:00:00Z"}}, {"id": "10.1002/eqe.3286", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:03Z", "type": "Journal Article", "created": "2020-06-22", "title": "Spatiotemporal seismic hazard and risk assessment of M9.0 megathrust earthquake sequences of wood\u2010frame houses in Victoria, British Columbia, Canada", "description": "SummaryMegathrust earthquake sequences, comprising mainshocks and triggered aftershocks along the subduction interface and in the overriding crust, can impact multiple buildings and infrastructure in a city. The time between the mainshocks and aftershocks usually is too short to retrofit the structures; therefore, moderate\uffe2\uff80\uff90size aftershocks can cause additional damage. To have a better understanding of the impact of aftershocks on city\uffe2\uff80\uff90wide seismic risk assessment, a new simulation framework of spatiotemporal seismic hazard and risk assessment of future M9.0 sequences in the Cascadia subduction zone is developed. The simulation framework consists of an epidemic\uffe2\uff80\uff90type aftershock sequence (ETAS) model, ground\uffe2\uff80\uff90motion model, and state\uffe2\uff80\uff90dependent seismic fragility model. The spatiotemporal ETAS model is modified to characterise aftershocks of large and anisotropic M9.0 mainshock ruptures. To account for damage accumulation of wood\uffe2\uff80\uff90frame houses due to aftershocks in Victoria, British Columbia, Canada, state\uffe2\uff80\uff90dependent fragility curves are implemented. The new simulation framework can be used for quasi\uffe2\uff80\uff90real\uffe2\uff80\uff90time aftershock hazard and risk assessments and city\uffe2\uff80\uff90wide post\uffe2\uff80\uff90event risk management.
", "keywords": ["Mainshock-aftershock sequences", "550", "seismic risk", "Damage accumulation", "seismic hazard", "Cascadia", "City-wide seismic risk", "02 engineering and technology", "Wood-frame houses", "01 natural sciences", "aftershocks", "0201 civil engineering", "earthquake clustering", "13. Climate action", "Cascadia subduction earthquakes", "Spatiotemporal ETAS seismicity model", "earthquakes", "State-dependent aftershock fragility curves", "0105 earth and related environmental sciences"]}, "links": [{"href": "https://doi.org/10.1002/eqe.3286"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Earthquake%20Engineering%20%26amp%3B%20Structural%20Dynamics", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1002/eqe.3286", "name": "item", "description": "10.1002/eqe.3286", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1002/eqe.3286"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-06-21T00:00:00Z"}}, {"id": "10.1002/we.2178", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:11Z", "type": "Journal Article", "created": "2018-03-31", "title": "Nonlinear soil-pile interaction for offshore wind turbines", "description": "AbstractThe current work presents a parametric study, which involves different generalized nonlinear mechanical formulations with different damping characteristics to account for the interaction between a monopile\uffe2\uff80\uff90supported offshore wind turbine and the surrounding soil. The novelty of the study lies in the fact that recently developed nonlinear mechanical models used so far for the simulation of high\uffe2\uff80\uff90damping rubber isolators are introduced to describe the nonlinear hysteretic soil behavior. More specifically, the first generalized mechanical model consists of a combination of elastoplastic and trilinear elastic elements (labeled as model 3), while the second model consists of trilinear hysteretic models connected in parallel with trilinear elastic springs and hysteretic dampers used to ensure that the unloading stiffness will be as close as possible to the initial stiffness of the system (labeled as model 4). These newly developed models are compared with well\uffe2\uff80\uff90known models within the industry, namely, a model that comprises elastoplastic elements (labeled as model 1) and a model that comprises trilinear elastic springs (labeled as model 2). All these models provide exactly the same effective stiffness, but on the other hand different levels of damping are involved in each one of them. The goal of the present work is 3\uffe2\uff80\uff90fold, introducing novel mechanical models for the simulation of soil behavior, to investigate the effect of different soil damping levels in the response of offshore wind turbines and to highlight the limitations of the commonly used models within the industry. To this end, the differences between the response due to different levels of damping characteristics and modeling approaches are shown, highlighting the importance of soil damping in the overall response of the system.
", "keywords": ["0211 other engineering and technologies", "02 engineering and technology", "7. Clean energy", "0201 civil engineering"], "contacts": [{"organization": "Amir M. Kaynia, Amir M. Kaynia, Athanasios A. Markou, Athanasios A. Markou,", "roles": ["creator"]}]}, "links": [{"href": "https://onlinelibrary.wiley.com/doi/pdf/10.1002/we.2178"}, {"href": "https://doi.org/10.1002/we.2178"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Wind%20Energy", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1002/we.2178", "name": "item", "description": "10.1002/we.2178", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1002/we.2178"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-03-30T00:00:00Z"}}, {"id": "10.1002/stc.3127", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:11Z", "type": "Journal Article", "created": "2022-10-18", "title": "A negative stiffness dynamic base absorber for seismic retrofitting of residential buildings", "keywords": ["02 engineering and technology", "0201 civil engineering"]}, "links": [{"href": "https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.3127"}, {"href": "https://doi.org/10.1002/stc.3127"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Structural%20Control%20and%20Health%20Monitoring", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1002/stc.3127", "name": "item", "description": "10.1002/stc.3127", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1002/stc.3127"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2022-10-18T00:00:00Z"}}, {"id": "10.1007/978-3-319-53498-5_73", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:13Z", "type": "Report", "created": "2017-06-10", "title": "Review on Types of Root Failures in Shallow Landslides", "description": "Nowadays the interest of geotechnical engineers for green solutions is being developed and the use of vegetation as a reinforcement to improve slope stability is growing. The sliding surface of shallow landslides tends to not exceed 1.5\u20132 m depth, and as a consequence it can be crossed by roots that, in this case, work as a stabilizing measure. Therefore, the study of the soil-roots interaction is necessary to quantify the contribution of vegetation to the stability of shallow landslides. The goal of this paper is to provide an overview of the root failure mechanisms that can occur along the sliding surface and of the forces applied by roots, in order to evaluate the safety factor of a reinforced slope. Several prevailing stress states occur along a shallow landslide failure surface: tension stress at the slide crest, shear stresses along the base of the unstable soil layer and passive earth pressures at the slope toe. Some considerations are also made regarding acceptable simplifications, in terms of root geometry and soil-root friction strength, that are currently assumed in the literature.", "keywords": ["[SPI.GCIV.GEOTECH] Engineering Sciences [physics]/Civil Engineering/G\u00e9otechnique", "Root failure mechanisms", "Root reinforcement", "Shallow landslides", "0211 other engineering and technologies", "Root reinforcement", " Root-soil interaction", "Root failure mechanisms ", "Shallow landslides", "0401 agriculture", " forestry", " and fisheries", "04 agricultural and veterinary sciences", "02 engineering and technology", "Root-soil interaction"]}, "links": [{"href": "https://www.iris.unina.it/bitstream/11588/697495/1/10.1007%252F978-3-319-53498-5_73.pdf"}, {"href": "http://link.springer.com/content/pdf/10.1007/978-3-319-53498-5"}, {"href": "http://link.springer.com/content/pdf/10.1007/978-3-319-53498-5_73"}, {"href": "https://doi.org/10.1007/978-3-319-53498-5_73"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/978-3-319-53498-5_73", "name": "item", "description": "10.1007/978-3-319-53498-5_73", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/978-3-319-53498-5_73"}, {"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": "10.1007/978-3-319-67443-8_22", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:14Z", "type": "Report", "created": "2017-10-12", "title": "Operational Damage Localization of Wind Turbine Blades", "description": "Open AccessISBN:978-3-319-67443-8", "keywords": ["Damage localization", "Wind turbines; Operational conditions; Damage localization; Principal component analysis; Mode shape curvatures", "Wind turbines", "Principal component analysis", "Mode shape curvatures", "02 engineering and technology", "Operational conditions", "7. Clean energy", "0201 civil engineering"]}, "links": [{"href": "http://link.springer.com/content/pdf/10.1007/978-3-319-67443-8"}, {"href": "http://link.springer.com/content/pdf/10.1007/978-3-319-67443-8_22"}, {"href": "https://doi.org/10.1007/978-3-319-67443-8_22"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/978-3-319-67443-8_22", "name": "item", "description": "10.1007/978-3-319-67443-8_22", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/978-3-319-67443-8_22"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2017-10-13T00:00:00Z"}}, {"id": "10.1007/s10518-019-00721-1", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:42Z", "type": "Journal Article", "created": "2019-09-23", "title": "Comparative analysis of liquefaction susceptibility assessment methods based on the investigation on a pilot site in the greater Lisbon area", "description": "In Portugal, particularly in the greater Lisbon area, there are widespread alluvial sandy deposits, which need to be carefully assessed in terms of liquefaction susceptibility and risk zonation. For this purpose, a pilot site has been set up, as part of the European H2020 LIQUEFACT project. An extensive database of geological and geotechnical reports was collected and a comprehensive site investigation campaign was carried out, including boreholes with standard penetration (SPT), piezocone penetrometer and seismic dilatometer tests as well as geophysical methods, complemented by undisturbed soil sampling for laboratory characterisation. The assessment of liquefaction susceptibility based on field tests was made using the simplified procedure, considering the factor of safety against liquefaction (FSliq), which relates the cyclic resistance ratio (CRR) with the cyclic stress ratio (CSR). While the computation of the CSR is relatively straightforward, the reliability of the CRR strongly depends on the adopted in situ testing technique. Alternative approaches to liquefaction assessment have been proposed, based on quantitative liquefaction damage indexes, namely the Liquefaction Potential Index (LPI) and Liquefaction Severity Number. In this paper, the geotechnical field data is integrated in these distinct approaches to liquefaction assessment. A comparative and in-depth analysis of the conventional approach is presented and the inclusion of specific information on soil type, as a means to overcome the observed differences, is discussed particularly for SPT and VS results. The combination of these criteria enabled to clearly identify the most critical layers, in terms of liquefaction potential and severity.", "keywords": ["Earthquake-induced liquefaction \u00b7 Liquefaction potential \u00b7 Site characterisation \u00b7In situ tests \u00b7 Lisbon earthquake", "0211 other engineering and technologies", "02 engineering and technology", "0201 civil engineering"]}, "links": [{"href": "http://link.springer.com/content/pdf/10.1007/s10518-019-00721-1.pdf"}, {"href": "https://doi.org/10.1007/s10518-019-00721-1"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Bulletin%20of%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s10518-019-00721-1", "name": "item", "description": "10.1007/s10518-019-00721-1", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s10518-019-00721-1"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-09-23T00:00:00Z"}}, {"id": "10.1007/s10518-019-00736-8", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:42Z", "type": "Journal Article", "created": "2019-10-15", "title": "Seismic fragility of buried steel natural gas pipelines due to axial compression at geotechnical discontinuities", "description": "This paper presents an extended set of numerical fragility functions for the structural assessment of buried steel natural gas (NG) pipelines subjected to axial compression caused by transient seismic ground deformations. The study focuses on NG pipelines crossing sites with a vertical geotechnical discontinuity, where high compression straining of a buried pipeline is expected to occur under seismic transient ground deformations. A de-coupled numerical framework is developed for this purpose, which includes a 3D finite element model of the pipe\u2013trench system employed to evaluate rigorously the soil\u2013pipe interaction effects on the pipeline axial response in a quasi-static manner. One-dimensional soil response analyses are used to determine critical ground deformation patterns at the vicinity of the geotechnical discontinuity, caused by the ground shaking. A comprehensive parametric analysis is performed by implementing the proposed analytical framework for an ensemble of 40 recorded earthquake ground motions. Crucial parameters that affect the seismic response and therefore the seismic vulnerability of buried steel NG pipelines namely, the diameter, wall thickness, burial depth and internal pressure of the pipeline, the backfill compaction level, the pipe\u2013soil interface friction characteristics, the soil deposits characteristics, as well as initial geometric imperfections of the walls of the pipeline, are systematically considered. The analytical fragility functions are developed in terms of peak ground velocity at the ground surface, for four performance limit states, considering all the associated uncertainties. The study contributes towards a reliable quantitative risk assessment of buried steel NG pipelines, crossing similar sites, subjected to seismically-induced transient ground deformations.", "keywords": ["Fragility curves", "seismic response", "fragility curves", "local buckling", "steel pipelines", "02 engineering and technology", "624", "620", "0201 civil engineering", "natural gas pipelines", "Soil\u2013pipe interaction", "Natural gas pipelines", "Steel pipelines", "Transient ground deformations", "transient ground deformations", "Seismic response", "Fragility curves; Local buckling; Natural gas pipelines; Seismic response; Soil\u2013pipe interaction; Steel pipelines; Transient ground deformations", "soil-pipe interaction", "Local buckling"]}, "links": [{"href": "http://livrepository.liverpool.ac.uk/3058531/1/Tsinidis_etal._BEEE_2019_manuscript.pdf"}, {"href": "http://link.springer.com/content/pdf/10.1007/s10518-019-00736-8.pdf"}, {"href": "https://doi.org/10.1007/s10518-019-00736-8"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Bulletin%20of%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s10518-019-00736-8", "name": "item", "description": "10.1007/s10518-019-00736-8", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s10518-019-00736-8"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-10-15T00:00:00Z"}}, {"id": "10.1007/s10518-016-0014-5", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:42Z", "type": "Journal Article", "created": "2016-09-30", "title": "Mechanical formulations for bilinear and trilinear hysteretic models used in base isolators", "description": "The best known model for numerically simulating the hysteretic behavior of various structural components is the bilinear hysteretic system. There are two possible mechanical formulations that correspond to the same bilinear model from a mathematical viewpoint. The first one consists of a linear elastic spring connected in series with a parallel system comprising a plastic slider and a linear elastic spring, while the second one comprises a linear elastic spring connected in parallel with an elastic-perfectly plastic system. However, the bilinear hysteretic model is unable to describe either softening or hardening effects in these components. In order to account for this, the bilinear model is extended to a trilinear one. Thus, two trilinear hysteretic models are developed and numerically tested, and the analysis shows that both exhibit three plastic phases. More specifically, the first system exhibits one elastic phase, while the second one exhibits two elastic phases according to the level of strain amplitude. Next, the change of slope between the plastic phases in unloading does not occur at the same displacement level in the two models. Furthermore, the dissipated energy per cycle in the first trilinear model, as proven mathematically and explained physically, decreases in the case of hardening and increases in the case of softening, while in the second trilinear model the dissipated energy per cycle remains unchanged, as is the case with the bilinear model. Numerical examples are presented to quantify the aforementioned observations made in reference to the mechanical behavior of the two trilinear hysteretic models. Finally, a set of cyclic shear tests over a wide range of strain amplitudes on a high damping rubber bearing is used in the parameter identification of the two different systems, namely (a) trilinear hysteretic models of the first type connected in parallel, and (b) trilinear hysteretic models of the second type also connected in parallel. The results show that the complex nonlinear shear behavior of high damping rubber bearings can be correctly simulated by a parallel system which consists of only one component, namely the trilinear hysteretic system of the first type. The second parallel system was not able to describe the enlargement of the dissipated hysteresis area for large strain amplitudes.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology", "0201 civil engineering"]}, "links": [{"href": "http://link.springer.com/content/pdf/10.1007/s10518-016-0014-5.pdf"}, {"href": "https://doi.org/10.1007/s10518-016-0014-5"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Bulletin%20of%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s10518-016-0014-5", "name": "item", "description": "10.1007/s10518-016-0014-5", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s10518-016-0014-5"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2016-09-30T00:00:00Z"}}, {"id": "10.1007/s10518-018-00531-x", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:42Z", "type": "Journal Article", "created": "2018-12-05", "title": "REASSESS V2.0: software for single- and multi-site probabilistic seismic hazard analysis", "description": "Probabilistic seismic hazard analysis (PSHA) is generally recognized as the rational method to quantify the seismic threat. Classical formulation of PSHA goes back to the second half of the twentieth century, but its implementation can still be demanding for engineers dealing with practical applications. Moreover, in the last years, a number of developments of PSHA have been introduced; e.g., vector-valued and advanced ground motion intensity measure (IM) hazard, the inclusion of the effect of aftershocks in single-site hazard assessment, and multi-site analysis requiring the characterization of random fields of cross-correlated IMs. Although software to carry out PSHA has been available since quite some time, generally, it does not feature a user-friendly interface and does not embed most of the recent methodologies relevant from the earthquake engineering perspective. These are the main motivations behind the development of the practice-oriented software presented herein, namely REgionAl, Single-SitE and Scenario-based Seismic hazard analysis (REASSESS V2.0). In the paper, the seismic hazard assessments REASSESS enables are discussed, along with the implemented algorithms and the models/databases embedded in this version of the software. Illustrative applications exploit the potential of the tool, which is available at http://wpage.unina.it/iuniervo/doc_en/REASSESS.htm .", "keywords": ["Performance-based earthquake engineering", " Performance-based seismic design", " Sequence-based probabilistic seismic hazard analysis", " Spectral-shape-based intensity measures", "\u00b7 Infrastructure risk analysis", "\u00b7 Conditional spectra", "Performance-based earthquake engineering", "Performance-based seismic design", "Sequence-based probabilistic seismic hazard analysis", "\u00b7 Infrastructure risk analysis", "0211 other engineering and technologies", "Spectral-shape-based intensity measures", "02 engineering and technology", "\u00b7 Conditional spectra", "0201 civil engineering"]}, "links": [{"href": "http://link.springer.com/content/pdf/10.1007/s10518-018-00531-x.pdf"}, {"href": "https://doi.org/10.1007/s10518-018-00531-x"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Bulletin%20of%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s10518-018-00531-x", "name": "item", "description": "10.1007/s10518-018-00531-x", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s10518-018-00531-x"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-12-05T00:00:00Z"}}, {"id": "10.1007/s10518-019-00695-0", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:42Z", "type": "Journal Article", "created": "2019-08-16", "title": "Assessment of post-liquefaction consolidation settlement", "description": "This paper presents a simplified procedure for the evaluation of the free-field consolidation settlement induced by liquefaction, using the results of 1D site response analysis in effective stress and a\u00a0simplified approach based on empirical chart. The excess pore water pressures induced by the seismic action are generated by both a simple stress-based model implemented on a non-linear dynamic analysis and a simplified relationship between the safety factor against liquefaction and the excess pore pressure. The post-cyclic settlement is finally calculated on the obtained distribution of excess pore water pressure along the soil column. The proposed method has been used to estimate the consolidation settlements in a centrifuge test and in well-documented case histories of widespread liquefaction: Treasure Island and Marina District after the 1989 Loma Prieta earthquake. The results have been compared to the measured settlements and to the values obtained by previous studies. It is shown that the proposed approach leads to a much more accurate estimate of the post-liquefaction consolidation settlement, with just a little increase of the calculation effort.", "keywords": ["1D seismic soil response", "liquefaction", "0211 other engineering and technologies", "Liquefaction", " Excess pore pressure", " Post-liquefaction settlement", " In situ testing", " 1D seismic soil response", "excess pore pressure", "post-liquefaction settlement", "02 engineering and technology", "in-situ testing", "0201 civil engineering"]}, "links": [{"href": "http://link.springer.com/content/pdf/10.1007/s10518-019-00695-0.pdf"}, {"href": "https://doi.org/10.1007/s10518-019-00695-0"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Bulletin%20of%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s10518-019-00695-0", "name": "item", "description": "10.1007/s10518-019-00695-0", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s10518-019-00695-0"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-08-16T00:00:00Z"}}, {"id": "10.1007/s10518-021-01284-w", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:42Z", "type": "Journal Article", "created": "2022-01-09", "title": "Vertical seismic protection of structures with inerter-based negative stiffness absorbers", "keywords": ["0103 physical sciences", "02 engineering and technology", "01 natural sciences", "0201 civil engineering"]}, "links": [{"href": "https://link.springer.com/content/pdf/10.1007/s10518-021-01284-w.pdf"}, {"href": "https://doi.org/10.1007/s10518-021-01284-w"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Bulletin%20of%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s10518-021-01284-w", "name": "item", "description": "10.1007/s10518-021-01284-w", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s10518-021-01284-w"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2022-01-09T00:00:00Z"}}, {"id": "10.1007/s10518-022-01544-3", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:14:42Z", "type": "Journal Article", "created": "2022-11-08", "title": "Seismic response of a motorway bridge founded in an active landslide: a case study", "description": "AbstractA twin girder 7-pier bridge, belonging to the 'Egnatia' highway that has been facing numerous challenging geohazards, is built within an active landslide. Its seismic performance is investigated here through a comprehensive analysis of the interaction between bridge, foundation, and the precarious slope, which might affect 4 of the piers. The numerical 3D modeling considers in a realistic way the coupled effects of topography, soil nonlinearity, slope instability, and reinforced-concrete plasticity during seismic loading (kinematic and inertial).\uffc2\uffa0Alternative foundation schemes and slope stabilizing techniques are generically compared and evaluated. The aim is to develop a multi-hazard risk assessment platform that could facilitate the long-term management of motorways while shedding some light on the multi-hazard soil-structure interaction (MH-SSI).Managing agricultural watersheds in an environmentally friendly manner necessitate the strategic implementation of well-targeted sustainable land management (SLM) practices that limit soil and nonpoint source pollution losses and translocation. Watershed-scale SLM-scenario modeling has the potential to identify efficient and effective management strategies from the field to the integrated landscape level. In a case study targeting a 66-hectare watershed in Petzenkirchen, Lower Austria, the Soil and Water Assessment Tool (SWAT) was utilized to evaluate a variety of locally adoptable SLM practices. SWAT was calibrated and validated (monthly) at the catchment outlet for flow, sediment, nitrate-nitrogen (NO3\uffe2\uff80\uff93N), ammonium nitrogen (NH4\uffe2\uff80\uff93N), and mineralized phosphorus (PO4\uffe2\uff80\uff93P) using SWATplusR. Considering the locally existing agricultural practices and socioeconomic and environmental factors of the research area, four conservation practices were evaluated: baseline scenario, contour farming (CF), winter cover crops (CC), and a combination of no-till and cover crops (NT\uffe2\uff80\uff89+\uffe2\uff80\uff89CC). The NT\uffe2\uff80\uff89+\uffe2\uff80\uff89CC SLM practice was found to be the most effective soil conservation practice in reducing soil loss by around 80%, whereas CF obtained the best results for decreasing the nutrient loads of NO3\uffe2\uff80\uff93N and PO4\uffe2\uff80\uff93P by 11% and 35%, respectively. The findings of this study imply that the setup SWAT model can serve the context-specific performance assessment and eventual promotion of SLM interventions that mitigate on-site land degradation and the consequential off-site environmental pollution resulting from agricultural nonpoint sources.Suboptimal nitrogen availability is a primary constraint for crop production in low-input agroecosystems, while nitrogen fertilization is a primary contributor to the energy, economic, and environmental costs of crop production in high-input agroecosystems. In this article we consider avenues to develop crops with improved nitrogen capture and reduced requirement for nitrogen fertilizer.
ScopeIntraspecific variation for an array of root phenotypes has been associated with improved nitrogen capture in cereal crops, including architectural phenotypes that colocalize root foraging with nitrogen availability in the soil; anatomical phenotypes that reduce the metabolic costs of soil exploration, improve penetration of hard soil, and exploit the rhizosphere; subcellular phenotypes that reduce the nitrogen requirement of plant tissue; molecular phenotypes exhibiting optimized nitrate uptake kinetics; and rhizosphere phenotypes that optimize associations with the rhizosphere microbiome. For each of these topics we provide examples of root phenotypes which merit attention as potential selection targets for crop improvement. Several cross-cutting issues are addressed including the importance of soil hydrology and impedance, phenotypic plasticity, integrated phenotypes, in silico modeling, and breeding strategies using high throughput phenotyping for co-optimization of multiple phenes.
ConclusionsSubstantial phenotypic variation exists in crop germplasm for an array of root phenotypes that improve nitrogen capture. Although this topic merits greater research attention than it currently receives, we have adequate understanding and tools to develop crops with improved nitrogen capture. Root phenotypes are underutilized yet attractive breeding targets for the development of the nitrogen efficient crops urgently needed in global agriculture.
", "keywords": ["2. Zero hunger", "0106 biological sciences", "0301 basic medicine", "Plasticity", "Marschner Review", "Nitrogen", "Physiology", "Nitrogen; Root; Anatomy; Architecture; Soil; Crop breeding; Root phenotyping; Modeling; Rhizosphere; Plasticity; Physiology", "Modeling", "Root phenotyping", "15. Life on land", "01 natural sciences", "Soil", "03 medical and health sciences", "Root", "FOS: Biological sciences", "Architecture", "Rhizosphere", "Crop breeding", "Anatomy", "FOS: Civil engineering"]}, "links": [{"href": "https://doi.org/10.1007/s11104-023-06301-2"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Plant%20and%20Soil", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s11104-023-06301-2", "name": "item", "description": "10.1007/s11104-023-06301-2", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s11104-023-06301-2"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2023-10-04T00:00:00Z"}}, {"id": "10.1007/s11803-023-2163-2", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:15:11Z", "type": "Journal Article", "created": "2023-01-20", "title": "Vertical seismic absorber utilizing inertance and negative stiffness implemented with gas springs", "description": "Supported by: European Union\u2032s Horizon 2020 Research and Innovation Programme under the Marie Sk\u0142odowska-Curie Grant No. INSPIRE-813424 ('INSPIRE\u2014Innovative Ground Interface Concepts for Structure Protection') The final publication is available at www.springerlink.com .", "keywords": ["0211 other engineering and technologies", "02 engineering and technology", "7. Clean energy", "0201 civil engineering"]}, "links": [{"href": "https://link.springer.com/content/pdf/10.1007/s11803-023-2163-2.pdf"}, {"href": "https://doi.org/10.1007/s11803-023-2163-2"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Earthquake%20Engineering%20and%20Engineering%20Vibration", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s11803-023-2163-2", "name": "item", "description": "10.1007/s11803-023-2163-2", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s11803-023-2163-2"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2023-01-01T00:00:00Z"}}, {"id": "10.1007/s40091-018-0199-8", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:15:14Z", "type": "Journal Article", "created": "2018-09-05", "title": "Exact finite element formulation in generalized beam theory", "description": "This paper presents the formulation of exact stiffness matrices applied in linear generalized beam theory (GBT) under constant and/or linear loading distribution in the longitudinal direction. Also, the assortment of the correct exact stiffness matrix and the corresponding shape function are presented based on main transversal deformation mode, which can be divided into: (1) dominant distortion mode; (2) dominant torsion mode; (3) and critical distortion\u2013torsion mode. Special attention is given to the hyperbolic\u2013trigonometric shape functions, which are organized in a system of vector in function of longitudinal direction and a coefficient matrix obtained from the completeness requirement. This approach has the benefit of compacting the terms of the stiffness matrix and systematizing the boundary conditions of an element by applying the completeness coefficient matrix as a transformation matrix. As a result, in linear analysis, a single element can represent the stress and displacement fields. Moreover, due to the higher-order continuous derivatives properties of hyperbolic\u2013trigonometric shape functions, the generalized internal shear is obtained without the typical discontinuity of Hermitian shape functions. A full and detailed example, applied in a thin-walled circular hollow cross section, provides not only an illustration of the presented approach, but also a quick introduction point in GBT.", "keywords": ["0203 mechanical engineering", "02 engineering and technology", "0201 civil engineering"]}, "links": [{"href": "http://link.springer.com/content/pdf/10.1007/s40091-018-0199-8.pdf"}, {"href": "https://doi.org/10.1007/s40091-018-0199-8"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Journal%20of%20Advanced%20Structural%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s40091-018-0199-8", "name": "item", "description": "10.1007/s40091-018-0199-8", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s40091-018-0199-8"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-09-01T00:00:00Z"}}, {"id": "10.1007/s40091-019-0221-9", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:15:14Z", "type": "Journal Article", "created": "2019-02-22", "title": "Analysis of warping and distortion transmission in mixed shell\u2013GBT (generalized beam theory) models", "description": "Warping and distortion are relevant kinematic features of thin-walled beam structures, which have a non-trivial analysis. On this basis, this paper not only evaluates the possible kinematic transmissions involving high-order warping and distortion, but also presents a procedure to analyze structures using mixed models based on shell and Generalized Beam Theory (GBT) elements. In this mixed beam-shell structure, the traditional shell elements are applied at structural detailing points, such as joints, and GBT elements are used to model the beams/columns. Such a modeling technique uses the benefits of both elements. Shell elements can easily simulate different types of geometry conditions and details, such as stiffeners and holes; meanwhile, for the beams and columns, GBT can provide high performance, accuracy, and an easy modeling approach with clear results. The numerical formulation is based on multi-freedom constraint techniques. Special attention is given to the Master\u2013Slave method, which is developed based on GBT kinematic assumptions. Furthermore, there is a discussion concerning the choice of the master degrees of freedom and its implications in numerical performance. An example of a thin-walled hollow circular cross section illustrates the proposed approach and is compared with fully shell element models.", "keywords": ["02 engineering and technology", "0201 civil engineering"]}, "links": [{"href": "http://link.springer.com/content/pdf/10.1007/s40091-019-0221-9.pdf"}, {"href": "https://doi.org/10.1007/s40091-019-0221-9"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Journal%20of%20Advanced%20Structural%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s40091-019-0221-9", "name": "item", "description": "10.1007/s40091-019-0221-9", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s40091-019-0221-9"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-02-22T00:00:00Z"}}, {"id": "10.1007/s40534-021-00264-9", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:15:15Z", "type": "Journal Article", "created": "2022-01-08", "title": "Railway ground vibration and mitigation measures: benchmarking of best practices", "description": "AbstractVibration and noise aspects play a relevant role in the lifetime and comfort of urban areas and their residents. Among the different sources, the one coming from the rail transit system will play a central concern in the following years due to its sustainability. Ground-borne vibration and noise assessment as well as techniques to mitigate them become key elements of the environmental impact and the global enlargement planned for the railway industry. This paper aims to describe and compare the different mitigation systems existing and reported in literature through a comprehensive state of the art analysis providing the performance of each measure. First, an introduction to the ground-borne vibration and noise generated from the wheel-rail contact and its propagation through the transmission path is presented. Then, the impact and the different ways of evaluating and assessing these effects are presented, and the insertion loss indicator is introduced. Next, the different mitigation measures at different levels (vehicle, track, transmission path and receiver) are discussed by describing their possible application and their efficiency in terms of insertion loss. Finally, a summary with inputs of how it is possible to address the future of mitigation systems is reported.Civil engineering research is increasingly focusing on the development of sustainable and energy-efficient building materials. Among these materials, raw (unfired) earth constitutes a promising option for reducing the environmental impact of buildings over their entire service life from construction to demolition. Raw earth has been used since old times but only recently has acquired prominence in mainstream building practice. This is mainly because of the development of novel methods to enhance the mechanical, hygroscopic and durability properties of compacted earth without increasing carbon and energy footprints. In this context, the present paper studies the dependency of the strength, stiffness, moisture capacity and water durability of compacted earth on particle grading. Results indicate that the particle size distribution is a key variable in defining the hygromechanical characteristics of compacted earth. The effect of the particle size distribution on the hygromechanical properties of compacted earth may be as important as that of dry density or stabilisation. This study suggests that a fine and well-graded earth mix exhibits higher levels of strength, stiffness, moisture capacity and water durability than a coarse and poorly-graded one.
", "keywords": ["690", "Raw earth material; Soil suitability; Hypercompaction; Durability", "13. Climate action", "11. Sustainability", "0211 other engineering and technologies", "02 engineering and technology", "Sciences de l'ing\u00e9nieur", "7. Clean energy", "0201 civil engineering", "12. Responsible consumption"]}, "links": [{"href": "http://dro.dur.ac.uk/29733/1/29733.pdf"}, {"href": "http://link.springer.com/content/pdf/10.1007/s41024-019-0066-4.pdf"}, {"href": "https://dipot.ulb.ac.be/dspace/bitstream/2013/365470/1/doi_349114.pdf"}, {"href": "https://dipot.ulb.ac.be/dspace/bitstream/2013/365470/5/doi_349114.pdf"}, {"href": "https://doi.org/10.1007/s41024-019-0066-4"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Journal%20of%20Building%20Pathology%20and%20Rehabilitation", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s41024-019-0066-4", "name": "item", "description": "10.1007/s41024-019-0066-4", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s41024-019-0066-4"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-11-23T00:00:00Z"}}, {"id": "10.1016/j.compgeo.2020.103688", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:15:54Z", "type": "Journal Article", "created": "2020-06-23", "title": "Thermo-elasto-plastic modeling of saturated clays under undrained conditions", "description": "This paper aims to model the thermo-mechanical behavior of saturated clays under undrained conditions. Classic thermo-hydro-mechanical formulations obtained using different approaches were compared and discussed, showing their compatibility and differences. A thermo-elasto-plastic model called TEAM, using a two-surface approach, was developed for saturated clays under undrained conditions in the framework of thermo-poro-mechanics. The aim of the model is to predict a smooth transition between the elastic and elastoplastic states. Two additional physical parameters, namely volumetric thermal expansion coefficient and pore water compressibility, were back analyzed from the results of the undrained heating tests. By simulating experiments found in the literature, it was shown that this model is appropriate in capturing the evolution of pore water pressure of saturated clays under non-isothermal undrained conditions.", "keywords": ["thermal failure", "validation", "[SPI.GCIV.GEOTECH] Engineering Sciences [physics]/Civil Engineering/G\u00e9otechnique", "0211 other engineering and technologies", "clays", "02 engineering and technology", "undrained clay behavior", "elasto-plastic model", "temperature effects", "[SPI.MECA.MEMA] Engineering Sciences [physics]/Mechanics [physics.med-ph]/Mechanics of materials [physics.class-ph]"]}, "links": [{"href": "https://doi.org/10.1016/j.compgeo.2020.103688"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Computers%20and%20Geotechnics", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.compgeo.2020.103688", "name": "item", "description": "10.1016/j.compgeo.2020.103688", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.compgeo.2020.103688"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-09-01T00:00:00Z"}}, {"id": "10.1016/j.conbuildmat.2018.12.188", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:15:54Z", "type": "Journal Article", "created": "2019-01-07", "title": "Use of alkali activated high-calcium fly ash binder for kaolin clay soil stabilisation: Physicochemical evolution", "description": "This study addresses the use of alkali activated high-calcium fly ash-based binder to improve engineering characteristics of soft clay-rich soils as an alternative to common stabilisers. The physico-chemical reaction sequence has been investigated by considering the binder alone and the binder mixed with kaolin. An insight into the reactivity evidenced that calcium-containing phases derived from high-calcium fly ash represent the reactive phases and, hence, pozzolanic activity is the dominant process. New compounds are formed, thenardite Na2SO4 and an amorphous silicate consisting of chains combined with calcium probably incorporating three-dimensional four-fold aluminium environments.", "keywords": ["SOIL STABILISATION", "SOL", "[SPI] Engineering Sciences [physics]", "CENDRE VOLANTE", "0211 other engineering and technologies", "CENDRES VOLANTES RICHES EN CALCIUM", "KAOLIN", "02 engineering and technology", "Engineering (General). Civil engineering (General)", "Alkali activated material", "High-calcium fly ash", "620", "ALKALI ACTIVATED MATERIAL", "[SPI]Engineering Sciences [physics]", "TA", "MATERIAU", "HIGH-CALCIUM FLY ASH", "Alkali activated material; High-calcium fly ash; Kaolin; Soil stabilisation", "Soil stabilisation", "Kaolin", "MATIERE ACTIVEE PAR UN ALCALI", "STABILISATION DES SOLS"]}, "links": [{"href": "https://strathprints.strath.ac.uk/67238/1/Coudert_etal_CBM_2018_Use_of_alkali_activated_high_calcium_fly_ash_binder_for_kaolin_clay_soil_stabilisation.pdf"}, {"href": "https://doi.org/10.1016/j.conbuildmat.2018.12.188"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Construction%20and%20Building%20Materials", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.conbuildmat.2018.12.188", "name": "item", "description": "10.1016/j.conbuildmat.2018.12.188", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.conbuildmat.2018.12.188"}, {"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": "10.1016/j.ijengsci.2020.103347", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:25Z", "type": "Journal Article", "created": "2020-07-12", "title": "Seismic metasurfaces on porous layered media: Surface resonators and fluid-solid interaction effects on the propagation of Rayleigh waves", "description": "Abstract Seismic surface wave mitigation using metamaterials is a growing research field propelled by intrinsic theoretical value and possible application prospects. Up to date, the complexity of site conditions found in engineering practice, which can include layered stratigraphy and variable water table level, has been discarded in the development of analytical frameworks to favor the derivation of simple, yet effective, closed-form dispersion laws. This work provides a further step towards the analytical study of \u201cseismic metasurfaces\u201d in real site conditions considering the propagation of Rayleigh waves through a layered porous substrate equipped with local resonators. To this aim, we combine classical elasticity theory, Biot\u2019s poroelasticity and an effective medium approach to describe the metasurface dynamics and its coupling with the poroelastic substrate. The developed framework naturally includes simpler configurations like seismic metasurfaces atop homogeneous dry or saturated soils. Apart from known phenomena like wave-resonance hybridization and surface wave band gaps, we predict the existence of an extended frequency range where surface waves are attenuated due to energy leakage in the form of slow pressure waves, as a result of the fluid-solid interaction. Besides, we demonstrate that the surface wave band gap and the related surface-to-shear wave conversion is robust to variations in the water table level. Conversely, when the dry and saturated layers have different material parameters, for example, due to different porosity ratios, the surface-to-shear wave conversion can be accompanied by the excitation of higher-order surface modes, which remain channeled below the metasurface. These analytical findings, augmented and confirmed by numerical simulations, evidence the importance of accounting for fluid-solid interaction in the dynamics of seismic metasurfaces.", "keywords": ["13. Climate action", "02 engineering and technology", "0210 nano-technology", "MetamaterialsRayleigh wavesBiot's theoryFluid-solid interactionBand gaps", "Band gaps; Biot's theory; Fluid-solid interaction; Metamaterials; Rayleigh waves", "0201 civil engineering"]}, "links": [{"href": "https://cris.unibo.it/bitstream/11585/785171/3/Seismic%20metasurfaces%20on%20porous%20layered%20media.pdf"}, {"href": "https://doi.org/10.1016/j.ijengsci.2020.103347"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Journal%20of%20Engineering%20Science", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.ijengsci.2020.103347", "name": "item", "description": "10.1016/j.ijengsci.2020.103347", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.ijengsci.2020.103347"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-09-01T00:00:00Z"}}, {"id": "10.1016/j.iswcr.2018.03.002", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:26Z", "type": "Journal Article", "created": "2018-03-15", "title": "Effect Of Water Conservation Measures On Soil Moisture And Maize Yield Under Drought Prone Agro-Ecological Zones In Rwanda", "description": "This study was conducted to assess agricultural practices for generating maximum maize productivity in drought prone agro-ecological zones. The experiment was conducted in Cyili sub-catchment in Southern Province of Rwanda, which has an irregular rainfall distribution and a prolonged dry season. The experimental design consisted of a randomized design and each treatment was replicated three times. Findings from this study revealed that maize grain yield and yield components, such as plant height, cob diameter and length, number of leaves, 100 grain weight, and yield per plant were highly significantly affected (P\u202f<\u202f0.001) by all water conservation methods tested. Only germination rate was not significantly impacted (p\u202f>\u202f0.05). Supplementary irrigation treatment increased maize yield production to 11,982\u202fkg\u202fha-1. Mulching increased yield significantly to 8089\u202fkg\u202fha-1. Ridges yielded 5937\u202fkg\u202fha-1, and rainfed treatment yielded 4755\u202fkg\u202fha-1 of maize. Based on Pearson's correlation coefficients, grain yield and yield components were positively correlated and statistically significant (p\u202f<\u202f0.001) under various water conservation methods. Supplementary irrigation through rainwater harvesting was found to be a more promising option for maize growers to mitigate dry spell and stabilize maize production in rainfall deficient agro-ecological conditions not only in Rwanda, but in sub-Sahara Africa. Keywords: Maize yield, Mulching, Tied ridges, Supplementary irrigation", "keywords": ["0106 biological sciences", "2. Zero hunger", "0401 agriculture", " forestry", " and fisheries", "04 agricultural and veterinary sciences", "TA1-2040", "15. Life on land", "Engineering (General). Civil engineering (General)", "01 natural sciences", "6. Clean water"]}, "links": [{"href": "https://doi.org/10.1016/j.iswcr.2018.03.002"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Soil%20and%20Water%20Conservation%20Research", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.iswcr.2018.03.002", "name": "item", "description": "10.1016/j.iswcr.2018.03.002", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.iswcr.2018.03.002"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-09-01T00:00:00Z"}}, {"id": "10.1016/j.iswcr.2020.07.003", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:26Z", "type": "Journal Article", "created": "2020-07-17", "title": "Evaluation of soil erosion risk and identification of soil cover and management factor (C) for RUSLE in European vineyards with different soil management", "description": "Open AccessThis study was funded by the European BiodivERsA project VineDivers (https://short.boku.ac.at/vinedivers) through the BiodivERsA/FACCE JPI (2013\u20132014 joint call) for research proposals, with the national funders: Austrian Science Fund (grant numbers I 2044-/I 2043-/I 2042-B25 FWF), French National Research Agency (ANR), Spanish Ministry of Economy and Competitiveness (PCIN-2014-098), Romanian Executive Agency for Higher Education, Research, Development and Innovation Funding (UEFISCDI) and Federal Ministry of Education and Research (BMBF/Germany). Also to the CNR Short Term Mobility Program 2016 for funding a stay at IAS-CSIC during which M.Biddoccu contributed to this study and the SHui project funded by the European Commission (GA 773903), which supported the final steps of the analysis presented in this manuscript.", "keywords": ["[SDE] Environmental Sciences", "2. Zero hunger", "Soil management", "550", "Vineyard", " Erosion", " Soil management", " RUSLE", " Europe", "04 agricultural and veterinary sciences", "15. Life on land", "Engineering (General). Civil engineering (General)", "Vineyard", "630", "Europe", "Erosion", "13. Climate action", "[SDE]Environmental Sciences", "0401 agriculture", " forestry", " and fisheries", "RUSLE", "TA1-2040"]}, "links": [{"href": "https://iris.cnr.it/bitstream/20.500.14243/510459/1/Biddoccu_et_al_2020_Soil%20erosion%20vineyard%20Europe%20RUSLE.pdf"}, {"href": "https://doi.org/10.1016/j.iswcr.2020.07.003"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Soil%20and%20Water%20Conservation%20Research", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.iswcr.2020.07.003", "name": "item", "description": "10.1016/j.iswcr.2020.07.003", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.iswcr.2020.07.003"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-12-01T00:00:00Z"}}, {"id": "10.1016/j.iswcr.2021.01.003", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:26Z", "type": "Journal Article", "created": "2021-01-25", "title": "In-depth analysis of soil management and farmers\u2019 perceptions of related risks in two olive grove areas in southern Spain", "description": "Trabajo desarrollado bajo la financiaci\u00f3n del proyecto \u201cSoil Hydrology research platform underpinning innovation to manage water scarcity in European and Chinese cropping Systems\u201d (773903), coordinado por Jos\u00e9 Alfonso G\u00f3mez Calero, investigador del Instituto de Agricultura Sostenible (IAS). This manuscript presents a questionnaire-based study aimed to provide a detailed analysis on the different soil management carried out by olive farmers in two representative olive-growing areas in southern Spain (Cordoba and Estepa), their perceptions on cover crop use and the possible influence of the different types of farms and farmers\u2019 typologies on these perceptions. Our results show a relatively large variability of soil management, with fourteen options, as a result of a combination of different alternatives for bare soil and cover crops with the use or not of pruning residues, but with a great similarity between both areas. The results indicate a high adoption of soil conservation measures in the two study areas, with 63% of farmers using cover crops and 80% a mulch of pruning residues, higher than that reported in previous studies in Southern Spain, and a trend of lower use of these techniques by less experienced and younger farmers. This high penetration of soil conservation measures resulted in a significant reduction of soil erosion risk, as indicated by the relatively low values for the cover and management factor (C) of RUSLE, also calculated and presented in this study, but also the possibility of focusing further efforts on farmers with less experience. Our results indicate the persistence of a minor, but relevant, percentage of farmers using bare soil management (37%) and no mulching (20%), with a moderate concern on the impact of soil erosion on soil degradation and provision of ecosystem services. This suggests the need to concentrate efforts also on this cluster of farmers to enhance the success of what seems to be a remarkable expansion of the use of soil conservation measures in recent decades in Southern Spain, but also in similar areas in the Mediterranean basin. This work was supported by P12-AGR-0931 (Andalusian Government), AGL2015-65036-C3-1-R and PID2019-105793RB-I00 (Spanish Government), SHui (European Commission Grant Agreement number: 773903) and EU-FEDER funds, as well as by the cooperative agreement between the DOP Estepa and the University of Cordoba. All this support is gratefully acknowledged. Peer reviewed", "keywords": ["2. Zero hunger", "Cover crops", "Questionnaire", "04 agricultural and veterinary sciences", "15. Life on land", "Engineering (General). Civil engineering (General)", "6. Clean water", "Tillage", "Olive yield", "0401 agriculture", " forestry", " and fisheries", "TA1-2040", "Irrigation", "Erosion risk"]}, "links": [{"href": "https://doi.org/10.1016/j.iswcr.2021.01.003"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Soil%20and%20Water%20Conservation%20Research", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.iswcr.2021.01.003", "name": "item", "description": "10.1016/j.iswcr.2021.01.003", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.iswcr.2021.01.003"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2021-09-01T00:00:00Z"}}, {"id": "10.1016/j.iswcr.2022.12.002", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:26Z", "type": "Journal Article", "created": "2022-12-29", "title": "Spatial variability of soil organic carbon stock in an olive orchard at catchment scale in Southern Spain", "description": "Open AccessPeer reviewed", "keywords": ["Carbon sequestration", "2. Zero hunger", "Vertic soils", "Mediterranean crops", "Catchments", "0401 agriculture", " forestry", " and fisheries", "04 agricultural and veterinary sciences", "TA1-2040", "15. Life on land", "Engineering (General). Civil engineering (General)", "Catchment", "Spatial variability"]}, "links": [{"href": "https://doi.org/10.1016/j.iswcr.2022.12.002"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Soil%20and%20Water%20Conservation%20Research", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.iswcr.2022.12.002", "name": "item", "description": "10.1016/j.iswcr.2022.12.002", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.iswcr.2022.12.002"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2023-06-01T00:00:00Z"}}, {"id": "10.1016/j.iswcr.2025.02.011", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:26Z", "type": "Journal Article", "created": "2025-03-04", "title": "Long-term effects of tillage practices and future climate scenarios on topsoil organic carbon stocks in Lower Austria \u2013 A modelling and long-term experiment study", "description": "Conservation agriculture, with its reduced soil disturbance and enhanced cover, has the potential to increase carbon storage in the topsoil. However, it remains unclear how various tillage practices alter topsoil organic carbon (SOC) storage in the long-term affected by climate change. This study investigates the impacts of three tillage practices, Conventional Tillage (CT), Mulch Tillage (MT), and No-Till (NT) on future SOC stocks in the topsoil (0\u201315\u00a0cm), considering climate change scenarios (RCP4.5 and RCP8.5) and local soil erosion effects. Therefore, we calibrated and applied the integrated terrestrial C-N-P cycle model (N14CP) to a long-term study site with a cereal-maize dominant crop rotation in Lower Austria. Our calibration (1994\u20131995) resulted in a RMSE of 45.3\u00a0g\u00a0m\u22122 and a PBIAS of 9.6%, while validation (2000\u20132023) resulted in a RMSE of 103.8\u00a0g\u00a0m\u22122 and a PBIAS of 3.9%. Long-term simulations indicate that topsoil SOC stocks tend to increase under MT by\u00a0+309\u00a0g\u00a0m\u22122 (baseline),\u00a0+233\u00a0g\u00a0m\u22122 (RCP4.5), and\u00a0+148\u00a0g\u00a0m\u22122 (RCP8.5), under NT by\u00a0+1145\u00a0g\u00a0m\u22122 (baseline),\u00a0+1059\u00a0g\u00a0m\u22122 (RCP4.5), and\u00a0+961\u00a0g\u00a0m\u22122 (RPC8.5), but SOC stocks may decrease under CT by\u00a0\u2212209\u00a0g\u00a0m\u22122 (baseline),\u00a0\u2212267\u00a0g\u00a0m\u22122 (RCP4.5), and\u00a0\u2212332\u00a0g\u00a0m\u22122 (RCP8.5) by 2100. In contrast to conventional management, our tested conservation agriculture practices (MT and NT) may both serve as viable options to mitigate climate change and erosion impacts on topsoil organic carbon in comparable agro-ecological settings.", "keywords": ["soil organic carbon", "N14CP model", "Conservation agriculture", "Lower Austria", "Long-term experiment", "Climate change", "TA1-2040", "Engineering (General). Civil engineering (General)"]}, "links": [{"href": "https://doi.org/10.1016/j.iswcr.2025.02.011"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Soil%20and%20Water%20Conservation%20Research", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.iswcr.2025.02.011", "name": "item", "description": "10.1016/j.iswcr.2025.02.011", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.iswcr.2025.02.011"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2025-06-01T00:00:00Z"}}, {"id": "10.1016/j.engstruct.2018.09.078", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:03Z", "type": "Journal Article", "created": "2018-10-04", "title": "Dynamic analysis of single-degree-of-freedom systems (DYANAS): A graphical user interface for OpenSees", "description": "Abstract Non-linear dynamic response of SDOF systems enjoys widespread application in earthquake engineering, sometimes as a testing ground for cumbersome analytical procedures, but often as a direct proxy of first-mode-dominated structures, within the family of simplified, pushover-based methods for seismic structural assessment and/or design. This article presents DYANAS, a MATHWORKS-MATLAB\u00ae-based graphical user interface that uses the OpenSees finite element platform to perform nonlinear dynamic analysis of single-degree-of-freedom (SDOF) oscillators. The scope of this open-source, freely distributed software is to serve as a tool for earthquake engineering research. The main advantages offered by the DYANAS interface are ease in the definition of the required analysis parameters and corresponding seismic input, efficient execution of the analyses themselves and availability of a suite of convenient, in-built post-processing tools for the management and organization of the structural responses. The types of dynamic analysis frameworks supported are incremental, multiple-stripe and cloud. Simultaneous consideration of pairs of uncoupled dynamic systems gives the possibility for intensity measures to refer to bidirectional ground motion. In the paper, an outline of the types of dynamic analysis frameworks typically used in performance-based earthquake engineering is provided, followed by a detailed description of the software and its capabilities, that include an array of post-processing tools. In order to properly place this software tool within its natural performance-based earthquake engineering habitat, some example applications are provided at the end of the paper.", "keywords": ["performance-based earthquake engineering", "pushover analysis", "multiple-stripe analysis", "performance-based earthquake engineering", " pushover analysis", " incremental dynamic analysis", " multiple-stripe analysis", " cloud method", "cloud method", "0211 other engineering and technologies", "02 engineering and technology", "incremental dynamic analysis", "0201 civil engineering"]}, "links": [{"href": "https://doi.org/10.1016/j.engstruct.2018.09.078"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Engineering%20Structures", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.engstruct.2018.09.078", "name": "item", "description": "10.1016/j.engstruct.2018.09.078", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.engstruct.2018.09.078"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-12-01T00:00:00Z"}}, {"id": "10.1016/j.engstruct.2023.116469", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:03Z", "type": "Journal Article", "created": "2023-06-30", "title": "An analytical approach to model Structure\u2013Soil\u2013Structure Interaction (SSSI) of arbitrarily distributed buildings under SH waves", "description": "In this work, a simplified analytical framework based on the multiple scattering theory is proposed to model the structure\u2013soil\u2013structure interaction of buildings excited by antiplane shear waves. To this purpose, each building is modelled as a single degree-of-freedom oscillator, whereas the soil as a viscoelastic layer laying on an elastic half-space. By neglecting the soil-foundation kinematic interaction and considering only its inertial counterpart, the coupled response of buildings is modelled using a multiple scattering approach, where the buildings scattered wavefields are described via Green\u2019s functions. The developed analytical framework is exploited to discuss the dynamic response of a single building, evaluating the variation of its amplitude with respect to the characteristic site frequencies. The dynamics of two buildings are then studied by modelling their coupled response. In particular, the interaction between them is investigated as a function of the buildings spacing, mass, and relative stiffness. Finally, the analysis is extended to the coupled response of a cluster of five buildings. Through the discussed examples, it is demonstrated how the proposed methodology can serve as a computationally inexpensive tool for predicting the interaction among vibrating structures under shear antiplane waves propagating at different frequencies.", "keywords": ["0211 other engineering and technologies", "02 engineering and technology", "Structure\u2013soil\u2013structure interaction Multiple scattering Shear horizontal waves Green\u2019s function Coupled response", "0201 civil engineering"]}, "links": [{"href": "https://cris.unibo.it/bitstream/11585/940494/3/An%20analytical%20approach%20to%20model.pdf"}, {"href": "https://doi.org/10.1016/j.engstruct.2023.116469"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Engineering%20Structures", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.engstruct.2023.116469", "name": "item", "description": "10.1016/j.engstruct.2023.116469", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.engstruct.2023.116469"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2023-10-01T00:00:00Z"}}, {"id": "10.1016/j.engstruct.2024.118894", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:03Z", "type": "Journal Article", "created": "2024-09-06", "title": "Experimental testing and numerical validation of the \u0395xtended KDamper: A negative stiffness-based vibration absorber", "description": "ISSN:0141-0296", "keywords": ["Seismic isolation; Negative stiffness; Damping mechanisms; Experimental validation; Vibration absorber; KDamper", "0103 physical sciences", "02 engineering and technology", "01 natural sciences", "0201 civil engineering"]}, "links": [{"href": "https://doi.org/10.1016/j.engstruct.2024.118894"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Engineering%20Structures", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.engstruct.2024.118894", "name": "item", "description": "10.1016/j.engstruct.2024.118894", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.engstruct.2024.118894"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2024-12-01T00:00:00Z"}}, {"id": "10.1016/j.firesaf.2017.03.052", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:10Z", "type": "Journal Article", "created": "2017-04-14", "title": "Self-ignition of natural fuels: Can wildfires of carbon-rich soil start by self-heating?", "description": "Abstract Carbon-rich soils, like histosols or gelisols, cover more than 3% of the Earth's land surface, and store roughly three times more carbon than the Earth's forests. Carbon-rich soils are reactive porous materials, prone to smouldering combustion if the inert and moisture contents are low enough. An example of soil combustion happens in peatlands, where smouldering wildfires are common in both boreal and tropical regions. This work focuses on understanding soil ignition by self-heating, which is due to spontaneous exothermic reactions in the presence of oxygen under certain thermal conditions. We investigate the effect of soil inorganic content by creating under controlled conditions soil samples with inorganic content (IC) ranging from 3% to 86% of dry weight: we use sand as a surrogate of inorganic matter and peat as a surrogate of organic matter. This range is very wide and covers all IC values of known carbon-rich soils on Earth. The experimental results show that self-heating ignition in different soil types is possible, even with the 86% inorganic content, but the tendency to ignite decreases quickly with increasing IC. We report a clear increase in ambient temperature required for ignition as the IC increases. Combining results from 39 thermostatically-controlled oven experiments, totalling 401\u00a0h of heating time, with the Frank-Kamenetskii theory of ignition, the lumped chemical kinetic and thermal parameters are determined. We then use these parameters to upscale the laboratory experiments to soil layers of different thicknesses for a range of ambient temperatures ranging from 0\u00a0\u00b0C to 40\u00a0\u00b0C. The analysis predicts the critical soil layer thicknesses in nature for self-ignition at various possible environmental temperatures. For example, at 40\u00a0\u00b0C a soil layer of 3% inorganic content can be ignited through self-heating if it is thicker than 8.8\u00a0m, but at 86% IC the layer has to be 1.8\u00a0km thick, which is impossible to find in nature. We estimate that the critical IC for a ambient temperature of 40\u00a0\u00b0C and soil thickness of 50\u00a0m is 68%. Because those are extreme values of temperature and thickness, no self-heating ignition of soil can be expected above the 68% threshold of inorganic content. This is the first in-depth experimental quantification of soil self-heating and shows that indeed it is possible that wildfires are initiated by self-heating in some soil types and conditions.", "keywords": ["Technology", "Engineering", " Civil", "550", "Materials Science", "PEAT", "0904 Chemical Engineering", "Materials Science", " Multidisciplinary", "MOISTURE", "Civil Engineering", "7. Clean energy", "Wildfires", "Soil", "COAL", "Engineering", "Smouldering", "FIRES", "Multidisciplinary", "Science & Technology", "Civil", "624", "15. Life on land", "Ignition", "13. Climate action", "SPREAD", "BEHAVIOR", "SMOLDERING COMBUSTION"]}, "links": [{"href": "https://doi.org/10.1016/j.firesaf.2017.03.052"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Fire%20Safety%20Journal", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.firesaf.2017.03.052", "name": "item", "description": "10.1016/j.firesaf.2017.03.052", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.firesaf.2017.03.052"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2017-07-01T00:00:00Z"}}, {"id": "10.1016/j.firesaf.2017.03.082", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:10Z", "type": "Journal Article", "created": "2017-05-20", "title": "Pyrolysis kinetics and multi-objective inverse modelling of cellulose at the microscale", "description": "Abstract The chemistry of pyrolysis, together with heat transfer, drives ignition and flame spread of biomass materials under many fire conditions, but it is poorly understood. Cellulose is the main component of biomass and is often taken as a surrogate for biomass. Its chemistry of pyrolysis is simpler and dominates the pyrolysis of biomass. Many reaction schemes with corresponding kinetic parameters can be found in the literature for the pyrolysis of cellulose, but their appropriateness for fire is unknown. This study investigated inverse modelling and blind predictions of six reaction schemes of different complexities for isothermal and non-isothermal thermogravimetric experiments. We used multi-objective optimisation to simultaneously and separately inverse model the kinetic parameters of each reaction scheme to several experiments. Afterwards we tested these parameters with blind predictions. For the first time, we reveal a set of equally viable solutions for the modelling of pyrolysis chemistry of different experiments. This set of solutions is called a Pareto front, and represents a trade-off between predictions of different experiments. It stems from the uncertainty in the experiments and in the modelling. Parameters derived from non-isothermal experiments compared well with the literature, and performed well in blind predictions of both isothermal and non-isothermal experiments. Complexity beyond the Broido-Shafizadeh scheme with seven parameters proved to be unnecessary to predict the mass loss of cellulose; hence, simple reaction schemes are most appropriate for macroscale fire models. Modellers should, therefore, use simple reaction schemes to model pyrolysis in macroscale fire models.", "keywords": ["13. Climate action", "0904 Chemical Engineering", "General Physics and Astronomy", "General Materials Science", "General Chemistry", "Building and Construction", "624", "540", "Safety", " Risk", " Reliability and Quality", "Civil Engineering", "7. Clean energy", "European Research Council"], "contacts": [{"organization": "Richter, F, Rein, G,", "roles": ["creator"]}]}, "links": [{"href": "https://doi.org/10.1016/j.firesaf.2017.03.082"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Fire%20Safety%20Journal", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.firesaf.2017.03.082", "name": "item", "description": "10.1016/j.firesaf.2017.03.082", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.firesaf.2017.03.082"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2017-07-01T00:00:00Z"}}, {"id": "10.1016/j.firesaf.2019.102940", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:10Z", "type": "Journal Article", "created": "2019-12-23", "title": "Haze emissions from smouldering peat: The roles of inorganic content and bulk density", "description": "Abstract Smouldering peat fires are reported across continents and their emissions result in regional haze crisis (large scale accumulation of smoke at low altitudes) and large carbon foot prints. Inorganic content (IC) and bulk density vary naturally in peatlands and are among the important parameters governing peat fires. However, their roles in fire emissions remain unknown. In this work, bench-scale burning of sphagnum peat conditioned to different values of IC and bulk densities were conducted in the laboratory environment. Mass loss rate, spread rate and transient emissions of 20 gas species and particles (PM10, PM2.5 and PM1) were simultaneously investigated. We found that peat with 50% moisture content can self-sustain smouldering propagation if IC is less than 40%, or its bulk density is lower than 287.5\u202fkg\u202fm\u22123. Increasing IC or bulk density decreases peat mass loss rate and spread rate. High IC peat releases lower gas fluxes (especially for CH4 and NH3) throughout the experiment. In the ignition stage, increasing IC leads to an increase in particles with diameter between 1 and 2.5\u202f\u03bcm; in the fire spread stage, IC has no influence on the particle fluxes. In contrast, increasing bulk density delays both gas and particle emission fluxes without altering the smoke composition significantly. The fundamental understanding of how soil properties affect peat wildfires facilitates the development of mitigation technologies against haze.", "keywords": ["SHALLOW", "Technology", "Engineering", " Civil", "550", "Inorganic content", "Materials Science", "0904 Chemical Engineering", "TRANSIENT GAS", "Materials Science", " Multidisciplinary", "02 engineering and technology", "Pollutant", "MOISTURE", "Civil Engineering", "01 natural sciences", "630", "COMBUSTION", "Engineering", "0204 chemical engineering", "FIRES", "0105 earth and related environmental sciences", "Multidisciplinary", "Science & Technology", "Civil", "Peat", "15. Life on land", "Bulk density", "IGNITION", "0911 Maritime Engineering", "13. Climate action", "PARTICLE EMISSIONS", "SPREAD", "Biomass combustion"]}, "links": [{"href": "https://doi.org/10.1016/j.firesaf.2019.102940"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Fire%20Safety%20Journal", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.firesaf.2019.102940", "name": "item", "description": "10.1016/j.firesaf.2019.102940", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.firesaf.2019.102940"}, {"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": "10.1016/j.soildyn.2016.08.035", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:57Z", "type": "Journal Article", "created": "2016-09-07", "title": "Mechanical models for shear behavior in high damping rubber bearings", "description": "Abstract High damping rubber bearings have been in use for seismic isolation of buildings worldwide for almost 30 years now. In the present work, a brief introduction to the process leading to their manufacturing is first given. Next, a series of novel 1D mechanical models for high damping rubber bearings is proposed, based on the combination of simple and well-known rheological models. These models are calibrated against a set of harmonic tests at strain amplitudes up to 200%. Extension of the models to bidirectional horizontal motion and to time-varying vertical loads is the subject of ongoing work.", "keywords": ["2. Zero hunger", "11. Sustainability", "0211 other engineering and technologies", "02 engineering and technology", "0201 civil engineering"]}, "links": [{"href": "https://doi.org/10.1016/j.soildyn.2016.08.035"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Soil%20Dynamics%20and%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.soildyn.2016.08.035", "name": "item", "description": "10.1016/j.soildyn.2016.08.035", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.soildyn.2016.08.035"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2016-11-01T00:00:00Z"}}, {"id": "10.1016/j.soildyn.2017.09.005", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:57Z", "type": "Journal Article", "created": "2017-09-23", "title": "A centrifuge-based experimental verification of Soil-Structure Interaction effects", "description": "Open AccessSoil Dynamics and Earthquake Engineering, 103", "keywords": ["2. Zero hunger", "Soil structure interaction; Centrifuge modeling; Experimental verification; Impulse response; SDOF systems; Modal identification; Energy dissipation", "Soil structure interaction", "Impulse response", "Energy dissipation", "Centrifuge modeling", "SDOF systems", "0211 other engineering and technologies", "Experimental verification", "02 engineering and technology", "15. Life on land", "Modal identification", "0201 civil engineering"]}, "links": [{"href": "https://doi.org/10.1016/j.soildyn.2017.09.005"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Soil%20Dynamics%20and%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.soildyn.2017.09.005", "name": "item", "description": "10.1016/j.soildyn.2017.09.005", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.soildyn.2017.09.005"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2017-12-01T00:00:00Z"}}, {"id": "10.1016/j.soildyn.2017.12.020", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:57Z", "type": "Journal Article", "created": "2018-01-08", "title": "Safety of buried steel natural gas pipelines under earthquake-induced ground shaking: A review", "description": "Abstract Evidence from past earthquakes suggests that damage inflicted to buried natural gas (NG) pipelines can cause long service disruptions, leading to unpredictably high socioeconomic losses in unprepared communities. In this review paper, we aim to critically revisit recent progress in the demanding field of seismic analysis, design and resilience assessment of buried steel NG pipelines. For this purpose, the existing literature and code provisions are surveyed and discussed while challenges and gaps are identified from a research, industrial and legislative perspective. It is underscored that, in contrast to common belief, transient ground deformations in non-uniform sites are not necessarily negligible and can induce undesirable deformations in the pipe, overlooked in the present standards of practice. It is further highlighted that the current seismic fragility framework is rich in empirical fragility relations but lacks analytical and experimental foundations that would permit the reliable assessment of the different parameters affecting the expected pipe damage rates. Pipeline network resilience is still in a developing stage, thus only few assessment methodologies are available whereas absent is a holistic approach to support informed decision-making towards the necessary mitigation measures. Nevertheless, there is ground for improvement by adapting existing knowledge from research on other types of lifeline networks, such as transportation networks. All above aspects are discussed and directions for future research are provided.", "keywords": ["Gas networks", "Structural health monitoring", "330", "Seismic fragility", "0211 other engineering and technologies", "02 engineering and technology", "Natural gas", "Service disruption", "620", "Buried pipeline", "0201 civil engineering", "Seismic resilience", "Soil-pipe interaction"]}, "links": [{"href": "https://doi.org/10.1016/j.soildyn.2017.12.020"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Soil%20Dynamics%20and%20Earthquake%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.soildyn.2017.12.020", "name": "item", "description": "10.1016/j.soildyn.2017.12.020", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.soildyn.2017.12.020"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-03-01T00:00:00Z"}}, {"id": "10.1016/j.iswcr.2023.07.008", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:26Z", "type": "Journal Article", "created": "2023-08-03", "title": "Towards a better understanding of pathways of multiple co-occurring erosion processes on global cropland", "description": "Soil erosion is a complex process involving multiple natural and anthropic agents, causing the deterioration of multiple components comprising soil health. Here, we provide an estimate of the spatial patterns of cropland susceptibility to erosion by sheet and rill, gully, wind, tillage, and root crops harvesting and report the co-occurrence of these processes using a multi-model approach. In addition, to give a global overview of potential future changes, we identify the locations where these multiple concurrent soil erosion processes may be expected to intersect with projected dry/wet climate changes by 2070. Of a modelled 1.48 billion hectares (B ha) of global cropland, our results indicate that 0.56\u00a0B\u00a0ha (\u223c36% of the total area) are highly susceptible (classes 4 and 5) to a single erosion process, 0.27\u00a0B\u00a0ha (\u223c18% of the total area) to two processes and 0.02\u00a0B\u00a0ha (1.4% of the total area) to three or more processes. An estimated 0.82\u00a0B\u00a0ha of croplands are susceptible to possible increases in water (0.68\u00a0B\u00a0ha) and wind (0.14\u00a0B\u00a0ha) erosion. We contend that the presented set of estimates represents a basis for enhancing our foundational knowledge on the geography of soil erosion at the global scale. The generated insight on multiple erosion processes can be a useful starting point for decision-makers working with ex-post and ex-ante policy evaluation of the UN Sustainable Development Goal 15 (Life on Land) activities. Scientifically, this work provides the hitherto most comprehensive assessment of soil erosion risks at the global scale, based on state-of-the-art models.", "keywords": ["550", "[SDV]Life Sciences [q-bio]", "multi-model approach", "pobiranje pridelka", "water", "Wind", "Modelling", "Gully", "Tillage", "modelling", "modeliranje", "11. Sustainability", "jarkovna erozija", "wind", "info:eu-repo/classification/udc/631.4", "2. Zero hunger", "Multi-model approach", "Modelling; Multi-model approach; Water; Wind; Gully; Tillage; Crop harvesting", "500", "Water", "15. Life on land", "multi-modelski pristop", "Crop harvesting", "Engineering (General). Civil engineering (General)", "[SDV] Life Sciences [q-bio]", "gully", "13. Climate action", "veter", "voda", "tillage", "crop harvesting", "TA1-2040", "erozija zaradi obdelave tal"]}, "links": [{"href": "https://doi.org/10.1016/j.iswcr.2023.07.008"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Soil%20and%20Water%20Conservation%20Research", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.iswcr.2023.07.008", "name": "item", "description": "10.1016/j.iswcr.2023.07.008", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.iswcr.2023.07.008"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2023-12-01T00:00:00Z"}}, {"id": "10.1016/j.iswcr.2023.12.001", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:26Z", "type": "Journal Article", "created": "2023-12-20", "title": "Appraising trapping efficiency of vegetative barriers in agricultural landscapes: Strategy based on a probabilistic approach based on a review of available information", "description": "Vegetative barriers have proven their effectiveness in controlling water erosion and enhancing other ecosystem services in agricultural areas. This characteristic has led to the conservation and promotion of vegetative barriers as landscape elements by the Common Agricultural Policy and other policy initiatives. Numerous reviews have dealt with the trapping efficiency of vegetated barriers, although they usually focus on studies from humid climates where their implantation and survival are more favourable. However, vegetated barriers are also an attractive alternative in arid and semi-arid climates. They limit competition for water and nutrients with crops to a reduced area compared to other best management practices, such as cover crops. This study presents a review of trapping efficiency of sediment, runoff, and nutrients (P and N) by vegetative barriers in regions of humid and arid, and semi-arid, climates, and a strategy based on sediment trapping efficiency probability, which in turn is based on the results obtained from our review. Different types of independent variables were grouped and identified for the review: related to the vegetative barrier dimension (buffer width, slope of the plot, and buffer area ratio), and related to the experimental conditions (type of vegetation in the buffer, soil protection of the non-buffered area, type of climate, type of experimental measurement and origin of rainfall). An exploratory analysis evaluated the significance of the experimental variables, which identified the need to focus on experiments under natural rainfall since those carried out with simulated rainfall presented statistically significant differences. In general, average trapping efficiencies for runoff and sediment were 40.1 and 62.6 %, respectively. For nutrients, values of trapping efficiencies had an average of 44.9 % for phosphorus and 38.4 % for nitrogen. Runoff and sediment trapping efficiency in arid and semi-arid regions tended to be higher than in humid regions. Regarding dimensional variables, a positive trend was observed in the runoff and sediment trapping efficiency with the width of the vegetative barrier, with a large variability across all the width range. Finally, based on the results of our review, we developed a probabilistic model for sediment trapping efficiency as a normalised cumulative probability distribution function for the two climatic regions separately. Also, we developed it as a function of the width of the vegetative barrier for each climatic region, to facilitate decision-making. This model shows that in 92 % of the cases, a vegetative barrier will reduce erosion in humid climates, while this trapping efficiency will be 100 % in semi-arid and arid conditions. This analysis showed that vegetative barriers are an alternative to other best management practices, e.g. cover crops, when there are operational or agronomic impediments to their implementation, having a high success rate in reducing erosion in any agricultural area.", "keywords": ["2. Zero hunger", "Connectivity", "Runoff", "Experimental plots", "Nutrients", "04 agricultural and veterinary sciences", "Sediment transport", "15. Life on land", "Engineering (General). Civil engineering (General)", "01 natural sciences", "Buffer strip", "13. Climate action", "0401 agriculture", " forestry", " and fisheries", "TA1-2040", "0105 earth and related environmental sciences"]}, "links": [{"href": "https://doi.org/10.1016/j.iswcr.2023.12.001"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Soil%20and%20Water%20Conservation%20Research", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.iswcr.2023.12.001", "name": "item", "description": "10.1016/j.iswcr.2023.12.001", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.iswcr.2023.12.001"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2024-09-01T00:00:00Z"}}, {"id": "10.1016/j.iswcr.2024.10.002", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:26Z", "type": "Journal Article", "created": "2024-10-09", "title": "Visible, near-infrared, and shortwave-infrared spectra as an input variable for digital mapping of soil organic carbon", "description": "This study proposes a novel methodology to employ discrete point spectra as input variable for digital mapping of soil organic carbon (SOC). Accordingly, two SOC modeling approaches were used in three agricultural sites in Czech Republic: i) machine learning (ML) including partial least squares regression (PLSR), cubist, random forest (RF), and support vector regression (SVR), and ii) regression kriging (RK) by the combination of ordinary kriging (OK) and PLSR (PLSR-K), cubist (cubist-K), RF (RF-K), and SVR (SVR-K). Models were developed on environmental predictor covariates (EPCs) and thirty genetic algorithms (GA)-selected visible, near-infrared, and shortwave-infrared (VNIR\u2013SWIR) wavelengths spectra, individually and combined. Thirty rasters were then created using interpolation of the selected spectra and served as the input variables \u2013 with and without EPCs \u2013 to test and compare the developed models and SOC predictive maps with each other and with those retrieved from the third approach: iii) kriging using OK of the measured and ML-predicted SOC. The impact of employing selected wavelengths\u2019 spectra and EPCs on models' performance was investigated using independent test samples and the uncertainty associated with the produced maps. Using interpolated spectra as the only input variable yielded a relatively acceptable accuracy (Nov\u00e1 Ves: RMSE\u00a0=\u00a00.19%, \u00dadrnice: RMSE\u00a0=\u00a00.12%, Klu\u010dov: RMSE\u00a0=\u00a00.13%). In comparison, the interpolated spectra coupled with EPCs enhanced the results. Regarding the uncertainty, however, the ML-based SOC maps were more reliable, than RK-based ones. Furthermore, maps produced using both spectra and EPCs showed less uncertainty than those constructed on the individual datasets.", "keywords": ["SOC modeling and mapping", "Regression kriging", "EJP SOIL", "ProbeField", "550", "Interpolated spectra", "EJPSOIL", "Machine learning", "Uncertainty", "TA1-2040", "Engineering (General). Civil engineering (General)"]}, "links": [{"href": "https://doi.org/10.1016/j.iswcr.2024.10.002"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/International%20Soil%20and%20Water%20Conservation%20Research", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.iswcr.2024.10.002", "name": "item", "description": "10.1016/j.iswcr.2024.10.002", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.iswcr.2024.10.002"}, {"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": "10.1016/j.geotexmem.2019.01.006", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-24T16:16:25Z", "type": "Journal Article", "created": "2019-02-10", "title": "A closed-form solution for column-supported embankments with geosynthetic reinforcement", "description": "Soil arching effect results from the non-uniform stiffness in a geosynthetic-reinforced and column-supported embankment system. However, most theoretical models ignore the impact of modulus difference on the calculation of load transfer. In this study, a generalized mathematical model is presented to investigate the soil arching effect, with consideration given to the modulus ratio between columns and the surrounding soil. For simplification, a cylindrical unit cell is drawn to study the deformation compatibility among embankment fills, geosynthetics, columns, and subsoils. A deformed shape function is introduced to describe the relationship between the column and the adjacent soil. The measured data gained from a full-scale test are applied to demonstrate the application of this model. In the parametric study, certain influencing factors, such as column spacing, column length, embankment height, modulus ratio, and tensile strength of geosynthetic reinforcement, are analyzed to investigate the performance of the embankment system. This demonstrates that the inclusion of a geosynthetic reinforcement or enlargement of the modulus ratio can increase the load transfer efficiency. When enhancing the embankment height or applying an additional loading, the height of the load transfer platform tends to be reduced. However, a relatively long column has little impact on the load transfer platform. ud ud", "keywords": ["TA", "0211 other engineering and technologies", "02 engineering and technology", "0201 civil engineering"]}, "links": [{"href": "http://wrap.warwick.ac.uk/112553/1/WRAP-closed-form-solution-column-embankments-geosynthetic-Geng-2019.pdf"}, {"href": "https://doi.org/10.1016/j.geotexmem.2019.01.006"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Geotextiles%20and%20Geomembranes", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.geotexmem.2019.01.006", "name": "item", "description": "10.1016/j.geotexmem.2019.01.006", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.geotexmem.2019.01.006"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2019-06-01T00:00:00Z"}}], "links": [{"rel": "self", "type": "application/geo+json", "title": "This document as GeoJSON", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items?keywords=Civil+engineering&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=Civil+engineering&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": "first", "title": "items (first)", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items?keywords=Civil+engineering&", "hreflang": "en-US"}, {"rel": "next", "type": "application/geo+json", "title": "items (next)", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items?keywords=Civil+engineering&offset=50", "hreflang": "en-US"}], "numberMatched": 183, "numberReturned": 50, "distributedFeatures": [], "timeStamp": "2026-05-25T02:10:28.940166Z"}