Show simple item record

contributor authorQin Changbing;Chian Siau Chen
date accessioned2019-02-26T07:51:43Z
date available2019-02-26T07:51:43Z
date issued2018
identifier other%28ASCE%29GM.1943-5622.0001170.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249892
description abstractThis article proposes a graphical method associated with the g line to evaluate seismic slope stability. The g line depicts the combinations of c/γH and tanφ that are necessary to maintain slope stability at the critical limit state. Correlations of c/γH and tanφ are established based on the work-rate balance equation. Under a kinematic analysis, the pseudostatic upper-bound solution of c/γH is sought with an optimization procedure. After having determined the g line, the factor of safety for a specific slope can be easily estimated without the need for iterative calculations. For ease of practical use, a set of stability charts is presented. This approach also permits determination of the critical failure mode, including toe or below the toe.
publisherAmerican Society of Civil Engineers
titleNew Perspective on Seismic Slope Stability Analysis
typeJournal Paper
journal volume18
journal issue7
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001170
page6018013
treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record