Show simple item record

contributor authorVan Uu Nguyen
date accessioned2017-05-08T20:33:55Z
date available2017-05-08T20:33:55Z
date copyrightFebruary 1985
date issued1985
identifier other%28asce%290733-9410%281985%29111%3A2%28238%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19722
description abstractThe analysis of the stability of slopes using limit equilibrium methods usually requires the determination of the critical failure surface having the minimal factor of safety. This paper presents an optimization technique, adapted from operations research, to determine both the minimal factor of safety and the associated critical failure surface. The technique treats the factor of safety as an optimal function of the
publisherAmerican Society of Civil Engineers
titleDetermination of Critical Slope Failure Surfaces
typeJournal Paper
journal volume111
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1985)111:2(238)
treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record