Show simple item record

contributor authorDov Leshchinsky
contributor authorChing‐Chuan Huang
date accessioned2017-05-08T20:36:15Z
date available2017-05-08T20:36:15Z
date copyrightOctober 1992
date issued1992
identifier other%28asce%290733-9410%281992%29118%3A10%281559%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20919
description abstractThe results of a generalized variational slope stability analysis, which is rigorous in the framework of limit equilibrium, are presented. To alleviate possible intimidation due to the abstract nature of the variational analysis, interpretation is provided showing this analysis to be equivalent, in principle, to traditional rigorous limit equilibrium methods. The variational approach, however, is more efficient in the sense that no guessing of a force‐related function is needed to obtain a statically determinate problem, nor is it necessary to assess the results for static reasonableness. Consequently, its application is simpler than other rigorous methods. A simple yet efficient numerical scheme, requiring the solution of only three simultaneous nonlinear equations, is illustrated. All the algorithms necessary to assemble a computer program are explicitly given. Several complex problems are analyzed, comparing the results with the predictions of the Morgenstern‐Price and Janbu methods. This comparative study indicates the applicability of the variational analysis, suggesting it is on par with other rigorous methods.
publisherAmerican Society of Civil Engineers
titleGeneralized Slope Stability Analysis: Interpretation, Modification, and Comparison
typeJournal Paper
journal volume118
journal issue10
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1992)118:10(1559)
treeJournal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record