Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/28793
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dc.contributor.authorYu, X-
dc.contributor.authorZhao, T-
dc.contributor.authorGong, B-
dc.contributor.authorZhang, Y-
dc.contributor.authorTang, C-
dc.contributor.authorYu, L-
dc.date.accessioned2024-04-18T10:06:12Z-
dc.date.available2024-04-18T10:06:12Z-
dc.date.issued2024-05-02-
dc.identifierORCiD: Tao Zhao https://orcid.org/0000-0003-2828-6314-
dc.identifierORCiD: Bin Gong https://orcid.org/0000-0002-9464-3423-
dc.identifier.citationYu, X. et al. (2024) 'The effect of lateral thrust on the progressive slope failure under excavation and rainfall conditions', Natural Hazards, 0 (ahead of print), pp. 1 - 27. doi: 10.1007/s11069-024-06635-9.en_US
dc.identifier.issn0921-030X-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/28793-
dc.descriptionData availability: The data underpinning this publication can be accessed from Brunel University London's data repository, Brunelfigshare, under a CC BY licence at: https://doi.org/10.17633/rd.brunel.25360690.en_US
dc.description.abstractLarge landslides can involve the multiple failures of regional slopes. To understand the effect of lateral thrust caused by the failure of one slope on its surroundings, the failures of two adjacent highway slopes in Guangdong Province, China, were investigated in detail. The interactive failure processes and landslide morphological characteristics of the two slopes were first analyzed based on the on-site investigation. Then, a plane mechanical model of a large-scale slope was established to evaluate the significant influence of the lateral thrust generated by the west slope acting on the east excavated slope. Furthermore, the extrusion effect of the west slope was modelled under the alternate excavation disturbance and rainfall by transferring the thrust forces onto the interface elements, and the induced failure mechanism and instability mode of the east slope under lateral thrust were reproduced numerically. The results show that the compression-shear failure occurred at the middle and rear slope bodies because of the lateral thrust, which led to the formation of a thrust landslide and the final instability of the east slope.en_US
dc.description.sponsorshipUK Research and Innovation (UKRI), UK (Grant No. EP/Y02754X/1), the UK Engineering and Physical Sciences Research Council (EPSRC) New Investigator Award, UK (Grant No. EP/V028723/1) and the Collaborative Innovation Center for Prevention and Control of Mountain Geological Hazards of Zhejiang Province, China (Grant No. IBGDP-2023-05).en_US
dc.format.extent1 - 27-
dc.format.mediumPrint-Electronic-
dc.language.isoen_USen_US
dc.publisherSpringer Natureen_US
dc.relation.urihttps://doi.org/10.17633/rd.brunel.25360690-
dc.rightsCopyright © The Author(s) 2024. Rights and permissions: Open Access. This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit https://creativecommons.org/licenses/by/4.0/.-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectslope failureen_US
dc.subjectlateral thrusten_US
dc.subjectmultiple failuresen_US
dc.subjectexcavationen_US
dc.subjectrainfallen_US
dc.titleThe effect of lateral thrust on the progressive slope failure under excavation and rainfall conditionsen_US
dc.typeArticleen_US
dc.date.dateAccepted2024-04-15-
dc.identifier.doihttps://doi.org/10.1007/s11069-024-06635-9-
dc.relation.isPartOfNatural Hazards-
pubs.publication-statusPublished-
pubs.volume0-
dc.identifier.eissn1573-0840-
dc.rights.licensehttps://creativecommons.org/licenses/by/4.0/legalcode.en-
dc.rights.holderThe Author(s)-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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