Please use this identifier to cite or link to this item: https://doi.org/10.1061/41095(365)193
DC FieldValue
dc.titleComplexity of limit equilibrium based slope reliability problems
dc.contributor.authorChing, J.
dc.contributor.authorPhoon, K.-K.
dc.contributor.authorHu, Y.-G.
dc.date.accessioned2014-06-19T05:49:05Z
dc.date.available2014-06-19T05:49:05Z
dc.date.issued2010
dc.identifier.citationChing, J.,Phoon, K.-K.,Hu, Y.-G. (2010). Complexity of limit equilibrium based slope reliability problems. Geotechnical Special Publication (199) : 1904-1913. ScholarBank@NUS Repository. <a href="https://doi.org/10.1061/41095(365)193" target="_blank">https://doi.org/10.1061/41095(365)193</a>
dc.identifier.isbn9780784410950
dc.identifier.issn08950563
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74110
dc.description.abstractThis study addresses the complexity of slope reliability problems based on limit equilibrium methods (LEM). The main focus is on the existence of multiple failure modes that poses difficulty to many LEM-based slope reliability methods. In particular, when weak seams are present, the failure modes associated with those seams may be difficult to detect. A systematic way of searching the failure modes is proposed, and its robustness over slopes with weak seams is demonstrated. It is found that in the presence of weak seams, assuming circular slip surfaces may cause underestimation of slope failure probability. © 2010 ASCE.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/41095(365)193
dc.sourceScopus
dc.subjectLimit equilibrium
dc.subjectPredictions
dc.subjectSlope stability
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/41095(365)193
dc.description.sourcetitleGeotechnical Special Publication
dc.description.issue199
dc.description.page1904-1913
dc.description.codenGSPUE
dc.identifier.isiutNOT_IN_WOS
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