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Article: A stability analysis of landslides based on random fields - Part I: Toe circle slope

TitleA stability analysis of landslides based on random fields - Part I: Toe circle slope
Authors
KeywordsRandom fields
Toe circle landslides
Failure probability
Integration method
Safety factor
Closed-form solution
Issue Date2019
PublisherSpringer Verlag. The Journal's web site is located at http://link.springer.de/link/service/journals/10064/index.htm
Citation
Bulletin of Engineering Geology and the Environment, 2019, v. 78, p. 103-115 How to Cite?
AbstractThe stability analysis of toe circle slopes is studied using random field theory from the perspective of probability, and the relationship between the failure probability of toe circle slopes and the correlation length is analyzed. The closed-form solutions of the safety factor and the failure probability of toe circle slopes are derived using the integration method. The accuracy of the safety factor of toe circle slopes is improved when the slice method is replaced by the integration method. The effects of spatial correlation length on the safety factor and failure probability of toe circle slopes are investigated. The results show that the spatial correlation length significantly affects the failure probability, and the vertical integration model is more suitable for the homogeneous toe circle slopes than the horizontal integration model.
Persistent Identifierhttp://hdl.handle.net/10722/247347
ISSN
2023 Impact Factor: 3.7
2023 SCImago Journal Rankings: 1.058
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorZhou, XP-
dc.contributor.authorZhu, BZ-
dc.contributor.authorWong, NYL-
dc.date.accessioned2017-10-18T08:25:55Z-
dc.date.available2017-10-18T08:25:55Z-
dc.date.issued2019-
dc.identifier.citationBulletin of Engineering Geology and the Environment, 2019, v. 78, p. 103-115-
dc.identifier.issn1435-9529-
dc.identifier.urihttp://hdl.handle.net/10722/247347-
dc.description.abstractThe stability analysis of toe circle slopes is studied using random field theory from the perspective of probability, and the relationship between the failure probability of toe circle slopes and the correlation length is analyzed. The closed-form solutions of the safety factor and the failure probability of toe circle slopes are derived using the integration method. The accuracy of the safety factor of toe circle slopes is improved when the slice method is replaced by the integration method. The effects of spatial correlation length on the safety factor and failure probability of toe circle slopes are investigated. The results show that the spatial correlation length significantly affects the failure probability, and the vertical integration model is more suitable for the homogeneous toe circle slopes than the horizontal integration model.-
dc.languageeng-
dc.publisherSpringer Verlag. The Journal's web site is located at http://link.springer.de/link/service/journals/10064/index.htm-
dc.relation.ispartofBulletin of Engineering Geology and the Environment-
dc.rightsThe final publication is available at Springer via http://dx.doi.org/[insert DOI]-
dc.subjectRandom fields-
dc.subjectToe circle landslides-
dc.subjectFailure probability-
dc.subjectIntegration method-
dc.subjectSafety factor-
dc.subjectClosed-form solution-
dc.titleA stability analysis of landslides based on random fields - Part I: Toe circle slope-
dc.typeArticle-
dc.identifier.emailWong, NYL: lnywong@hku.hk-
dc.identifier.authorityWong, NYL=rp02069-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1007/s10064-017-1054-z-
dc.identifier.scopuseid_2-s2.0-85018388338-
dc.identifier.hkuros280155-
dc.identifier.volume78-
dc.identifier.spage103-
dc.identifier.epage115-
dc.identifier.isiWOS:000458214600007-
dc.publisher.placeGermany-
dc.identifier.issnl1435-9529-

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