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contributor authorZhang Xing
date accessioned2017-05-08T20:35:03Z
date available2017-05-08T20:35:03Z
date copyrightJune 1988
date issued1988
identifier other%28asce%290733-9410%281988%29114%3A6%28658%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20306
description abstractThis paper proposes a simple, practical method of three‐dimensional stability analysis for concave slopes in plan view using the equilibrium concept. The force equilibrium and the moment equilibrium conditions over failure mass are satisfied in the analysis. The results obtained using this three‐dimensional method show that the stability of concave slopes in plan view increases as the relative curvature radii
publisherAmerican Society of Civil Engineers
titleThree‐Dimensional Stability Analysis of Concave Slopes in Plan View
typeJournal Paper
journal volume114
journal issue6
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1988)114:6(658)
treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 006
contenttypeFulltext


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