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contributor authorS. Gourvenec
contributor authorM. Steinepreis
date accessioned2017-05-08T21:32:02Z
date available2017-05-08T21:32:02Z
date copyrightMay 2007
date issued2007
identifier other%28asce%291532-3641%282007%297%3A3%28194%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55105
description abstractThere is no established procedure for the calculation of bearing capacity of a shallow foundation system comprising cojoined footings. Ad hoc approaches are relied on and may simply involve summing the ultimate limit states of the individual footings as if they acted independently; neglecting additional capacity of the system available from the kinematic constraint provided by the structural connection between the footings. In this study, the undrained capacity under general loading of rigidly connected two-footing systems at various separations has been investigated with finite-element analyses. Results are presented in terms of ultimate limit states under pure vertical
publisherAmerican Society of Civil Engineers
titleUndrained Limit States of Shallow Foundations Acting in Consort
typeJournal Paper
journal volume7
journal issue3
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2007)7:3(194)
treeInternational Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 003
contenttypeFulltext


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