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contributor authorBoonchai Ukritchon
contributor authorAndrew J. Whittle
contributor authorScott W. Sloan
date accessioned2017-05-08T21:27:44Z
date available2017-05-08T21:27:44Z
date copyrightAugust 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A8%28738%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52377
description abstractShort-term undrained stability often controls the design of braced excavations in soft clays. This paper summarizes the formulation of numerical limit analyses that compute rigorous upper and lower bounds on the exact stability number and include anisotropic yielding, typical of
publisherAmerican Society of Civil Engineers
titleUndrained Stability of Braced Excavations in Clay
typeJournal Paper
journal volume129
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:8(738)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
contenttypeFulltext


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