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contributor authorY. Hu
contributor authorM. F. Randolph
contributor authorP. G. Watson
date accessioned2017-05-08T21:26:33Z
date available2017-05-08T21:26:33Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%291090-0241%281999%29125%3A11%28924%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51641
description abstractCircular skirted offshore foundations on nonhomogeneous soil have been studied numerically, analytically, and physically, with the offshore sediment simulated as a cohesive soil with strength increasing linearly with depth. In the numerical analysis, the
publisherAmerican Society of Civil Engineers
titleBearing Response of Skirted Foundation on Nonhomogeneous Soil
typeJournal Paper
journal volume125
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1999)125:11(924)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
contenttypeFulltext


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