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contributor authorM. C. Wang
contributor authorC. W. Hsieh
date accessioned2017-05-08T20:34:37Z
date available2017-05-08T20:34:37Z
date copyrightMay 1987
date issued1987
identifier other%28asce%290733-9410%281987%29113%3A5%28511%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20083
description abstractEquations relating collapse footing pressure with soil strength property and void conditions for strip footings centered above continuous circular voids are developed using the upper bound theorem of limit analysis. Results of the analysis compare fairly well with available data.
publisherAmerican Society of Civil Engineers
titleCollapse Load of Strip Footing Above Circular Void
typeJournal Paper
journal volume113
journal issue5
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1987)113:5(511)
treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 005
contenttypeFulltext


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