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contributor authorS.-C. Soon
contributor authorA. Drescher
date accessioned2017-05-08T21:32:03Z
date available2017-05-08T21:32:03Z
date copyrightJuly 2007
date issued2007
identifier other%28asce%291532-3641%282007%297%3A4%28318%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55118
description abstractThe effect of nonlinearity of the failure criterion on the passive thrust on smooth and rough vertical retaining walls is studied theoretically. Limit analysis upper bound estimates based on block-type failure mechanisms are constructed. An alternative, a priori linearization, approach is discussed. It is shown that for smooth walls both approaches, as well as the Rankine-type slip line solution, yield similar results. For rough walls, however, the ambiguity in the a priori linearization makes it difficult to compare the results. This deficiency is absent in the limit analysis nonlinear solutions.
publisherAmerican Society of Civil Engineers
titleNonlinear Failure Criterion and Passive Thrust on Retaining Walls
typeJournal Paper
journal volume7
journal issue4
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2007)7:4(318)
treeInternational Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 004
contenttypeFulltext


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