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contributor authorWei Gao
date accessioned2017-12-30T13:06:17Z
date available2017-12-30T13:06:17Z
date issued2016
identifier other%28ASCE%29GM.1943-5622.0000556.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245658
description abstractTwo key issues in landslide forecasting are finding the critical slip surface and determining its parameters. Generally, these issues are two parts of one problem. To solve this problem, a new two-phase search method is proposed: a newly proposed inversion method to determine the critical slip surface parameters, using a new bionics algorithm (i.e., particle swarm optimization), and based on the measured slip surface and the critical slip surface-searching process. The proposed method is verified by using two typical numerical examples used by the Association for Computer Aided Design (Australia) and an engineering example of a highway landslide. The results indicate that when the search over a critical slip surface and the inversion of its parameters are performed simultaneously, the calculated factor of safety is in good agreement with that of the actual scenario, whereas the factor of safety computed on the basis of known parameters of a slide body will deviate from that of the physical scenario.
publisherAmerican Society of Civil Engineers
titleInversion of Critical Slip Surface Parameters for a Landslide Disaster Using the Bionics Algorithm
typeJournal Paper
journal volume16
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000556
page06016001
treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005
contenttypeFulltext


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