Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/96122
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorCheng, YMen_US
dc.creatorLi, Nen_US
dc.creatorYang, XQen_US
dc.date.accessioned2022-11-07T03:37:05Z-
dc.date.available2022-11-07T03:37:05Z-
dc.identifier.issn1561-8633en_US
dc.identifier.urihttp://hdl.handle.net/10397/96122-
dc.language.isoenen_US
dc.publisherCopemicus Gesellschaftenen_US
dc.rights© Author(s) 2015. This work is distributed under the Creative Commons Attribution 3.0 License (https://creativecommons.org/licenses/by/3.0/).en_US
dc.rightsThe following publication Cheng, Y. M., Li, N., & Yang, X. Q. (2015). Three-dimensional slope stability problem with a surcharge load. Natural Hazards and Earth System Sciences, 15(10), 2227-2240 is available at https://doi.org/10.5194/nhess-15-2227-2015en_US
dc.titleThree-dimensional slope stability problem with a surcharge loaden_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage2227en_US
dc.identifier.epage2240en_US
dc.identifier.volume15en_US
dc.identifier.issue10en_US
dc.identifier.doi10.5194/nhess-15-2227-2015en_US
dcterms.abstractA semi-analytical solution for the three-dimensional stability analysis of the ultimate uniform patched load on top of a slope is developed by the limit analysis using kinematically admissible failure mechanisms. The failure mechanism which is assumed in the analytical solution is verified by three-dimensional strength reduction analyses and laboratory model test. Furthermore, the proposed method and the results are further compared with some published results for illustrating the applicability of the proposed failure mechanism.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationNatural hazards and earth system sciences, 2015, v. 15, no. 10, p. 2227-2240en_US
dcterms.isPartOfNatural hazards and earth system sciencesen_US
dcterms.issued2015-
dc.identifier.scopus2-s2.0-84943737455-
dc.identifier.eissn1684-9981en_US
dc.description.validate202210 bckwen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberRGC-B3-0674-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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