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contributor authorVenanzio R. Greco
date accessioned2017-05-08T21:26:11Z
date available2017-05-08T21:26:11Z
date copyrightAugust 1997
date issued1997
identifier other%28asce%291090-0241%281997%29123%3A8%28778%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51393
description abstractThe safety factor of wall stability against overturning is defined as the ratio between the sum of resisting moments and the sum of overturning moments. In evaluating these moments, the vertical component of the active thrust on the wall may be considered in two different ways: as decreasing the overturning moment, or increasing the resisting one. This technical note shows that both these definitions are false because the safety factor value depends on the thrust surface being arbitrarily assumed in the analysis. Wall stability against overturning can, however, be assessed using the position of the resultant force on the base, which is unaffected by the assumed thrust surface. Contrary to overturning, safety factors against sliding and bearing capacity are unaffected by the assumed thrust surface.
publisherAmerican Society of Civil Engineers
titleStability of Retaining Walls against Overturning
typeJournal Paper
journal volume123
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1997)123:8(778)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 008
contenttypeFulltext


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