{"type": "FeatureCollection", "features": [{"id": "10.1007/978-3-319-53498-5_74", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-30T16:14:40Z", "type": "Report", "created": "2017-06-10", "title": "Review on the Methods for Evaluation of Root Reinforcement in Shallow Landslides", "description": "Open image in new window Recently geotechnical engineers aim to adopt more environmental-friendly solutions (not harmful to the environment), therefore the interest on the use of vegetation as a measure to improve slope stability is increasing. The mechanical reinforcement due to roots against shallow landslides occurs when the fibres intersect the shear surface, usually at depths lower than 2 m. In the literature, the presence of roots is often taken into account by modelling the soil as an equivalent composite material: \u2018the root-permeated soil\u2019, by including an additional cohesion term in the Mohr-Coulomb equation. The models used to estimate the root additional cohesion are presented in the first part of the paper. In some cases, root cohesion is calculated based on the resistant properties of the fibres and assuming an order for the progressive roots failure, either breaking, slipping out or buckling. On the other hand, some authors used structural models of the roots investigating not only the stresses in the roots, but also in the surrounding soil to obtain a better estimation of the root cohesion. In the second part of the paper, the calculation of the root reinforcement is used to assess the safety factor (SF) of the slope. Both Limit Equilibrium analyses (LE) and Finite Element Methods (FEM) are discussed, stressing the limitations of both the approaches.", "keywords": ["Root mechanical reinforcement", "[SDE.BE] Environmental Sciences/Biodiversity and Ecology", "Root cohesion", "Slope stability", "[SDV.BID.SPT] Life Sciences [q-bio]/Biodiversity/Systematics", " Phylogenetics and taxonomy", "Shallow landslides", "[SDV.EE.ECO] Life Sciences [q-bio]/Ecology", " environment/Ecosystems", "0211 other engineering and technologies", "02 engineering and technology", "15. Life on land", "01 natural sciences", "[SDV.BV.BOT] Life Sciences [q-bio]/Vegetal Biology/Botanics", "0105 earth and related environmental sciences"]}, "links": [{"href": "https://www.iris.unina.it/bitstream/11588/697661/1/10.1007%252F978-3-319-53498-5_74.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_74"}, {"href": "https://doi.org/10.1007/978-3-319-53498-5_74"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/978-3-319-53498-5_74", "name": "item", "description": "10.1007/978-3-319-53498-5_74", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/978-3-319-53498-5_74"}, {"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": "10.1007/978-3-319-53498-5_73", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-30T16:14:40Z", "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/s10346-018-1043-8", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-30T16:15:09Z", "type": "Journal Article", "created": "2018-07-27", "title": "Residual-state creep of clastic soil in a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China", "description": "We study the creep properties of clastic soil in residual state. The intact samples are taken from a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China. Firstly, the patterns of the landslide movement are analysed based on recent monitoring data, which indicate that the soil within the shear zone is undergoing two deformation processes: a creep phase, characterised by different creep rates, and a dormant phase. We then study the creep behaviour of the soil samples through a series of ring shear creep tests under various shear stress conditions. The creep response depends strongly on the ratio of the shear stress to the residual strength, and the normal effective stress, whereas the creep rate decreases due to strength regain. The long-term strength of the clastic soil is close to the residual strength. Therefore, the residual strength obtained from conventional shear test, which is less time consuming than creep test, can be used in long-term stability analyses of creeping landslides.", "keywords": ["550", "Residual shear strength state", "0211 other engineering and technologies", "Clastic soil", "Reactivated landslide", "Long-term strength", "02 engineering and technology", "Ring shear"]}, "links": [{"href": "http://link.springer.com/content/pdf/10.1007/s10346-018-1043-8.pdf"}, {"href": "https://doi.org/10.1007/s10346-018-1043-8"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Landslides", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1007/s10346-018-1043-8", "name": "item", "description": "10.1007/s10346-018-1043-8", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s10346-018-1043-8"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-07-27T00:00:00Z"}}, {"id": "10.1007/s11104-021-05261-9", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-30T16:15:34Z", "type": "Journal Article", "created": "2022-01-30", "title": "Tracing hotspots of soil erosion in high mountain environments: how forensic science based on plant eDNA can lead the way. An opinion", "description": "High mountain environments are among the most fragile on Earth. Due to anthropogenic disturbances and the exposure to extreme weather events, the rates of soil erosion have recently been accelerating, resulting in ecological degradation and geological hazards. Ecological restoration of mountains and an improved understanding of nature-based solutions to mitigate land degradation is therefore of utmost urgency. Identifying hotspots of soil erosion is a first step towards improving mitigation strategies. A promising methodology to identify erosion hotspots is sediment source fingerprinting, that differentiates the properties of soil from different sources, using signatures such as elemental geochemistry or radionuclides. However, in areas with complex lithologies or shallow and poorly developed soils, geochemical fingerprints allow only a rough distinction between erosion hotspots. In this opinion paper, we explore the relevance of environmental DNA (eDNA) that originates from plant litter and fixes onto fine soil particles, as a targeted sediment fingerprinting method sensitive to vegetation that could potentially allow the identification of erosion hotspots and their relative importance from sedimentary deposits. Pioneering studies indicate that eDNA allows not only the detection of specific vegetation communities, but also the identification of individual plant species. Supported by the increasing availability and quality of vegetation maps and eDNA reference libraries, we argue that sediment source fingerprinting using eDNA from plant litter, will evolve into a valuable method to identify hotspots of soil erosion and allow stakeholders to prioritize areas where ecological restoration is necessary in high mountain environments.", "keywords": ["Soil and water bioengineering", "Vegetation", "[SDV.BID.SPT]Life Sciences [q-bio]/Biodiversity/Systematics", "550", "Sediment source fingerprinting", "Phylogenetics and taxonomy", "[SDV.BV.BOT]Life Sciences [q-bio]/Vegetal Biology/Botanics", "15. Life on land", "Alpine", "01 natural sciences", "[SDV.BV.BOT] Life Sciences [q-bio]/Vegetal Biology/Botanics", "[SDE.BE] Environmental Sciences/Biodiversity and Ecology", "Landslide", "Erosion", "13. Climate action", "[SDV.EE.ECO]Life Sciences [q-bio]/Ecology", "[SDV.BID.SPT] Life Sciences [q-bio]/Biodiversity/Systematics", " Phylogenetics and taxonomy", "[SDV.EE.ECO] Life Sciences [q-bio]/Ecology", " environment/Ecosystems", "[SDE.BE]Environmental Sciences/Biodiversity and Ecology", "environment/Ecosystems", "sedDNA", "0105 earth and related environmental sciences"]}, "links": [{"href": "https://link.springer.com/content/pdf/10.1007/s11104-021-05261-9.pdf"}, {"href": "https://doi.org/10.1007/s11104-021-05261-9"}, {"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/s11104-021-05261-9", "name": "item", "description": "10.1007/s11104-021-05261-9", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1007/s11104-021-05261-9"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2022-01-30T00:00:00Z"}}, {"id": "10.1016/j.compgeo.2020.103754", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-30T16:16:23Z", "type": "Journal Article", "created": "2020-08-11", "title": "Mathematical and computational modelling of vegetated soil incorporating hydraulically-driven finite strain deformation", "description": "Abstract   In this paper a new model for the hydro-mechanical behaviour of rooted soils is developed. It is a physically-based model that couples finite strain soil deformation with unsaturated water and air flow, while improving on existing cohesion-based approaches to mechanical root reinforcement and empirical soil water-uptake approaches typically used to deal with rooted slopes. The model is used to show that the dynamics of soil-water pressure and soil deformation depend strongly on the physics of the root-water uptake and the elasto-plastic soil mechanics. Root water uptake can cause suctions and corresponding soil shrinkage sufficiently large to necessitate a finite-strain approach. Although this deformation can change the intrinsic permeability, hydraulic conductivity remains dominated by the water content. The model incorporates simultaneous air-flow, but this is shown to be unimportant for soil-water dynamics under the conditions assumed in example simulations. The mechanical action of roots is incorporated via a root stress tensor and a simulation is used to show how root tension is mobilised within a swelling soil. The developed model may be used to simulate both laboratory experiments and full-scale vegetated slopes.", "keywords": ["/dk/atira/pure/subjectarea/asjc/1900/1909", "name=Geotechnical Engineering and Engineering Geology", "/dk/atira/pure/subjectarea/asjc/1700/1706", "550", "Vegetated soil", "0211 other engineering and technologies", "Large-strain", "04 agricultural and veterinary sciences", "02 engineering and technology", "name=Computer Science Applications", "15. Life on land", "Roots", "510", "Slope", "Landslide", "0401 agriculture", " forestry", " and fisheries"]}, "links": [{"href": "https://eprints.soton.ac.uk/442810/1/Woodman_et_al_revised_June20PURE.pdf"}, {"href": "https://doi.org/10.1016/j.compgeo.2020.103754"}, {"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.2020.103754", "name": "item", "description": "10.1016/j.compgeo.2020.103754", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.compgeo.2020.103754"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-11-01T00:00:00Z"}}, {"id": "10.1016/j.ecoleng.2017.08.010", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-30T16:16:26Z", "type": "Journal Article", "created": "2017-11-27", "title": "Sensitivity of the landslide model LAPSUS_LS to vegetation and soil parameters", "description": "Open Access\u0625\u0646 \u062a\u0623\u062b\u064a\u0631 \u0627\u0644\u063a\u0637\u0627\u0621 \u0627\u0644\u0646\u0628\u0627\u062a\u064a \u0639\u0644\u0649 \u0627\u0633\u062a\u0642\u0631\u0627\u0631 \u0627\u0644\u0645\u0646\u062d\u062f\u0631\u0627\u062a \u0645\u0641\u0647\u0648\u0645 \u062c\u064a\u062f\u064b\u0627 \u0639\u0644\u0649 \u0645\u0633\u062a\u0648\u0649 \u0627\u0644\u0645\u0646\u062d\u062f\u0631\u0627\u062a\u060c \u0644\u0643\u0646 \u0627\u0644\u0627\u0631\u062a\u0642\u0627\u0621 \u0625\u0644\u0649 \u0645\u0633\u062a\u0648\u0649 \u0645\u0633\u062a\u062c\u0645\u0639\u0627\u062a \u0627\u0644\u0645\u064a\u0627\u0647 \u0644\u0627 \u064a\u0632\u0627\u0644 \u064a\u0645\u062b\u0644 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\u0648\u0627\u0644\u0623\u0634\u062c\u0627\u0631 \u0639\u0644\u0649 \u0627\u0644\u0645\u0646\u062d\u062f\u0631\u0627\u062a\u060c \u0644\u0643\u0646 \u0627\u0644\u0632\u0631\u0627\u0639\u0629 \u0627\u0644\u0623\u062d\u0627\u062f\u064a\u0629 \u0644\u0644\u0628\u0646 \u0643\u0627\u0646\u062a \u063a\u064a\u0631 \u0645\u0633\u062a\u0642\u0631\u0629 \u0644\u0644\u063a\u0627\u064a\u0629\u060c \u0644\u0623\u0646 \u062a\u0642\u0648\u064a\u0629 \u0627\u0644\u062c\u0630\u0631 \u0643\u0627\u0646\u062a \u0645\u0646\u062e\u0641\u0636\u0629 \u0639\u0644\u0649 \u0639\u0645\u0642 1.5 \u0645\u062a\u0631. \u0643\u0627\u0646 \u0644\u0646\u0642\u0644 \u0627\u0644\u062a\u0631\u0628\u0629 \u062a\u0623\u062b\u064a\u0631 \u0645\u062d\u062f\u0648\u062f \u0639\u0644\u0649 \u0627\u0644\u0646\u062a\u0627\u0626\u062c \u0645\u0642\u0627\u0631\u0646\u0629 \u0628\u0627\u0644\u0643\u062b\u0627\u0641\u0629 \u0627\u0644\u0633\u0627\u0626\u0628\u0629 \u0648\u0632\u0627\u0648\u064a\u0629 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\u0627\u0644\u0645\u0646\u062d\u062f\u0631\u0627\u062a \u0627\u0644\u0646\u0628\u0627\u062a\u064a\u0629 \u0639\u0644\u0649 \u0645\u0633\u062a\u0648\u0649 \u0645\u0633\u062a\u062c\u0645\u0639\u0627\u062a \u0627\u0644\u0645\u064a\u0627\u0647.", "keywords": ["Cohesion (chemistry)", "http://aims.fao.org/aos/agrovoc/c_27199", "http://aims.fao.org/aos/agrovoc/c_4915", "F08 - Syst\u00e8mes et modes de culture", "[SDV]Life Sciences [q-bio]", "culture associ\u00e9e", "http://aims.fao.org/aos/agrovoc/c_1920", "FOS: Mechanical engineering", "Organic chemistry", "Plant Science", "02 engineering and technology", "Erythrina poeppigiana", "01 natural sciences", "630", "Mechanical Effects of Plant Roots on Slope Stability", "stabilisation du sol", "Agricultural and Biological Sciences", "Soil", "monoculture", "Engineering", "enracinement", "couverture du sol", "m\u00e9thode statistique", "Pathology", "Monoculture", "http://aims.fao.org/aos/agrovoc/c_1721", "http://aims.fao.org/aos/agrovoc/c_2018", "http://aims.fao.org/aos/agrovoc/c_24199", "http://aims.fao.org/aos/agrovoc/c_35927", "U10 - Informatique", " math\u00e9matiques et statistiques", "Susceptibility Mapping", "Life Sciences", "Hydrology (agriculture)", "Geology", "Coffea arabica", "[SDV] Life Sciences [q-bio]", "Chemistry", "Landslide", "Plant Responses to Flooding Stress", "Slope Stability", "Physical Sciences", "http://aims.fao.org/aos/agrovoc/c_6649", "Medicine", "Vegetation (pathology)", "http://aims.fao.org/aos/agrovoc/c_7377", "http://aims.fao.org/aos/agrovoc/c_7171", "0207 environmental engineering", "Soil Science", "Management", " Monitoring", " Policy and Law", "Transmissivity", "Environmental science", "mod\u00e8le math\u00e9matique", "FOS: Mathematics", "http://aims.fao.org/aos/agrovoc/c_12676", "http://aims.fao.org/aos/agrovoc/c_37897", "Landslide Hazards and Risk Assessment", "pratique culturale", "Biology", "0105 earth and related environmental sciences", "P36 - \u00c9rosion", " conservation et r\u00e9cup\u00e9ration des sols", "Soil science", "montagne", "Mechanical Engineering", "Slope stability", "Modeling", "Botany", "FOS: Earth and related environmental sciences", "15. Life on land", "Roots", "Bulk density", "Agronomy", "Geotechnical engineering", "13. Climate action", "Environmental Science", "Cohesion", "Mathematics"]}, "links": [{"href": "https://doi.org/10.1016/j.ecoleng.2017.08.010"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Ecological%20Engineering", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1016/j.ecoleng.2017.08.010", "name": "item", "description": "10.1016/j.ecoleng.2017.08.010", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1016/j.ecoleng.2017.08.010"}, {"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": "10.1061/(asce)ps.1949-1204.0000330", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-30T16:18:35Z", "type": "Journal Article", "created": "2018-07-06", "title": "Scenario-Based Seismic Risk Assessment for Buried Transmission Gas Pipelines at Regional Scale", "description": "AbstractBuried gas pipelines in seismic-prone regions may suffer leaks or breaks as a consequence of an earthquake, especially if the pipeline is subjected to large differential displacements due t...", "keywords": ["Landslide risk", "Liquefaction risk", "550", "0211 other engineering and technologies", "Shake map", "02 engineering and technology", "624", "Decision support systems", "Cross-correlated intensity measures", "13. Climate action", "Loss curve", "11. Sustainability", "Damage map"]}, "links": [{"href": "https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000330"}, {"href": "https://doi.org/10.1061/(asce)ps.1949-1204.0000330"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Journal%20of%20Pipeline%20Systems%20Engineering%20and%20Practice", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.1061/(asce)ps.1949-1204.0000330", "name": "item", "description": "10.1061/(asce)ps.1949-1204.0000330", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.1061/(asce)ps.1949-1204.0000330"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2018-11-01T00:00:00Z"}}, {"id": "10.5281/zenodo.4536871", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-30T16:24:29Z", "type": "Journal Article", "created": "2021-05-01", "title": "Investigations on the luminescence properties of quartz and feldspars extracted from loess in the Canterbury Plains, New Zealand South Island", "description": "<p>The applicability of the single-aliquot regenerative-dose (SAR) protocol, by using the optically stimulated luminescence (OSL) signal of quartz as well as the post-infrared\uffe2\uff80\uff93infrared (pIRIR) signals of polymineral fine grains, namely pIRIR&lt;sub&gt;225&lt;/sub&gt; and pIRIR&lt;sub&gt;290&lt;/sub&gt;, was assessed for dating loess in New Zealand South Island. OSL signals of quartz grains displayed low sensitivity. However, the application of repeated irradiation/bleaching cycles did not result in an increase in sensitivity; annealing in the 300\uffe2\uff80\uff93500\uffc2\uffb0C temperature range generated the sensitisation of both the 110\uffc2\uffb0C thermoluminescence (TL) peak as well as the OSL signal, likely by activation of yet unidentified luminescence centres. After heating, the quartz signal is comparable to that of ideal samples, but the annealing is precluding successful dating. On the other hand, feldspar infrared-stimulated signals displayed satisfactory properties, allowing estimation of ages ranging from 14 \uffc2\uffb1 1\uffe2\uff80\uff9329 \uffc2\uffb1 3 ka for the investigated deposit. It was shown that pIRIR&lt;sub&gt;225&lt;/sub&gt; and pIRIR&lt;sub&gt;290&lt;/sub&gt; methods have potential for dating loess in the South Island of New Zealand, based on the following observations: (i) Dose recovery tests were successful with recovered-to-given dose ratios with a &lt;10% deviation from unity, (ii) constant residual values of about 4 Gy and about 10 Gy were obtained after exposures for 48 h in the case of pIRIR&lt;sub&gt;225&lt;/sub&gt; signals and 96 h in the case of pIRIR&lt;sub&gt;290&lt;/sub&gt; signals, respectively, (iii) while a slight dose-dependence of the residual was reported, and for a dose as large as 1600 Gy the residual values are \uffe2\uff89\uff859 Gy and \uffe2\uff89\uff8519 Gy for pIRIR&lt;sub&gt;225&lt;/sub&gt; and pIRIR&lt;sub&gt;290&lt;/sub&gt; signals, respectively.</p>", "keywords": ["Mass-wasting -- New Zealand", "quartz; feldspar; luminescence; sensitivity; loess; New Zealand", "Submarine topography -- New Zealand", "Landslide hazard analysis -- New Zealand", "Submarine geology -- New Zealand", "15. Life on land", "Marine sediments -- New Zealand", "01 natural sciences", "0105 earth and related environmental sciences"]}, "links": [{"href": "https://oceanrep.geomar.de/id/eprint/52652/1/10.2478_geochr-2021-0005.pdf"}, {"href": "https://oceanrep.geomar.de/id/eprint/52652/2/geochr-2021-0005_sm.pdf"}, {"href": "https://doi.org/10.5281/zenodo.4536871"}, {"rel": "related", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/Geochronometria", "name": "related record", "description": "related record", "type": "application/json"}, {"rel": "self", "type": "application/geo+json", "title": "10.5281/zenodo.4536871", "name": "item", "description": "10.5281/zenodo.4536871", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/10.5281/zenodo.4536871"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2021-04-30T00:00:00Z"}}, {"id": "3044261525", "type": "Feature", "geometry": null, "properties": {"updated": "2026-05-30T16:27:23Z", "type": "Journal Article", "created": "2020-08-11", "title": "Mathematical and computational modelling of vegetated soil incorporating hydraulically-driven finite strain deformation", "description": "Abstract   In this paper a new model for the hydro-mechanical behaviour of rooted soils is developed. It is a physically-based model that couples finite strain soil deformation with unsaturated water and air flow, while improving on existing cohesion-based approaches to mechanical root reinforcement and empirical soil water-uptake approaches typically used to deal with rooted slopes. The model is used to show that the dynamics of soil-water pressure and soil deformation depend strongly on the physics of the root-water uptake and the elasto-plastic soil mechanics. Root water uptake can cause suctions and corresponding soil shrinkage sufficiently large to necessitate a finite-strain approach. Although this deformation can change the intrinsic permeability, hydraulic conductivity remains dominated by the water content. The model incorporates simultaneous air-flow, but this is shown to be unimportant for soil-water dynamics under the conditions assumed in example simulations. The mechanical action of roots is incorporated via a root stress tensor and a simulation is used to show how root tension is mobilised within a swelling soil. The developed model may be used to simulate both laboratory experiments and full-scale vegetated slopes.", "keywords": ["/dk/atira/pure/subjectarea/asjc/1900/1909", "name=Geotechnical Engineering and Engineering Geology", "/dk/atira/pure/subjectarea/asjc/1700/1706", "550", "Vegetated soil", "0211 other engineering and technologies", "Large-strain", "04 agricultural and veterinary sciences", "02 engineering and technology", "name=Computer Science Applications", "15. Life on land", "Roots", "510", "Slope", "Landslide", "0401 agriculture", " forestry", " and fisheries"]}, "links": [{"href": "https://eprints.soton.ac.uk/442810/1/Woodman_et_al_revised_June20PURE.pdf"}, {"href": "https://doi.org/3044261525"}, {"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": "3044261525", "name": "item", "description": "3044261525", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/3044261525"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"date": "2020-11-01T00:00:00Z"}}, {"id": "4b970e59-fbb7-4f9b-8155-ceebabd2d971", "type": "Feature", "geometry": null, "properties": {"updated": "2024-09-24T14:39:18", "type": "Dataset", "language": "en", "title": "Landslide susceptibility Classification 1:50,000 Ireland (ROI) ITM", "description": "A landslide is the movement of material down a Slope. This includes rock, earth, mud and Peat. Landslides in Ireland mainly occur on steep mountain slopes.  A landslide susceptibility map shows areas where a landslide could occur, how likely it will occur and what Causes them. The likelihood is measured from low to high.  The map is created using a method called the Unique Condition Unit (UCU).  A unique condition unit is an area with a set of ground types. It tells us what the soil type is, what the Slope is (angle of the ground) and where water flows.  When many landslides occur in a unit, the map will show high landslide susceptibility.  The landslide susceptibility classification map is to the scale 1:50,000 (1\u00a0cm on the map relates to a distance of 500\u00a0m) It is a vector Dataset. Vector data portray the world using points, lines, and polygons. A polygon represents the area.  The landslide susceptibility data is shown from polygons. Each polygon gives information on the unit, its soil type, the Slope of the ground, its description and the description of landslide susceptibility.", "formats": [{"name": "DATA VIEWER"}], "keywords": ["earth-science", "environment", "fossil-fuel", "geology", "geomorphic-process", "geoscientificinformation", "ie", "ireland", "landslide", "lithosphere", "peat", "pedosphere", "science", "soil", "soil-degradation"], "contacts": [{"organization": "Geological Survey of Ireland", "roles": ["creator"]}, {"organization": "https://data.gov.ie/organization/geological-survey-of-ireland", "roles": ["publisher"]}]}, "links": [{"href": "https://dcenr.maps.arcgis.com/apps/webappviewer/index.html?id=b68cf1e4a9044a5981f950e9b9c5625c"}, {"href": "https://gsi.geodata.gov.ie/downloads/Geohazards/Data/IE_GSI_Landslide_Data_IE32_ITM.zip"}, {"href": "https://gsi.geodata.gov.ie/downloads/Geohazards/Reports/IE_GSI_Landslide_Susceptibility_Mapping_Summary.pdf"}, {"href": "https://gsi.geodata.gov.ie/server/rest/services/Geohazards/IE_GSI_Landslide_Susceptibility_Classification_50K_IE26_ITM/MapServer"}, {"href": "https://gsi.geodata.gov.ie/server/rest/services/Geohazards/IE_GSI_Landslide_Susceptibility_Classification_50K_IE26_ITM/MapServer?f=pjson"}, {"href": "https://gsi.geodata.gov.ie/server/services/Geohazards/IE_GSI_Landslide_Susceptibility_Classification_50K_IE26_ITM/MapServer/WMSServer?request=GetCapabilities&service=WMS"}, {"href": "http://data.europa.eu/88u/dataset/4b970e59-fbb7-4f9b-8155-ceebabd2d971"}, {"rel": "self", "type": "application/geo+json", "title": "4b970e59-fbb7-4f9b-8155-ceebabd2d971", "name": "item", "description": "4b970e59-fbb7-4f9b-8155-ceebabd2d971", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items/4b970e59-fbb7-4f9b-8155-ceebabd2d971"}, {"rel": "collection", "type": "application/json", "title": "Collection", "name": "collection", "description": "Collection", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main"}], "time": {"null": "date"}}], "links": [{"rel": "self", "type": "application/geo+json", "title": "This document as GeoJSON", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items?keywords=landslide&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=landslide&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=landslide&", "hreflang": "en-US"}, {"rel": "last", "type": "application/geo+json", "title": "items (last)", "href": "https://repository.soilwise-he.eu/cat/collections/metadata:main/items?keywords=landslide&offset=10", "hreflang": "en-US"}], "numberMatched": 10, "numberReturned": 10, "distributedFeatures": [], "timeStamp": "2026-05-30T23:16:05.869137Z"}