{"type": "FeatureCollection", "features": [{"id": "10.1007/s10346-018-1043-8", "type": "Feature", "geometry": null, "properties": {"updated": "2026-07-27T16:14:56Z", "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": "10.1016/j.engstruct.2023.116469", "type": "Feature", "geometry": null, "properties": {"updated": "2026-07-27T16:16:22Z", "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. 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