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contributor authorMd. Wasiul
contributor authorBari
contributor authorMohamed A.
contributor authorShahin
contributor authorHamid R.
contributor authorNikraz
date accessioned2017-05-08T21:45:37Z
date available2017-05-08T21:45:37Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29gm%2E1943-5622%2E0000259.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61647
description abstractSoil consolidation by prefabricated vertical drains (PVDs) relies on some soil properties that are spatially variable, such as the coefficient of permeability. However, the design of soil consolidation via PVDs has been traditionally carried out deterministically and thus can be misleading because of the ignorance of the uncertainty associated with the inherent spatial variation of soil properties. In this paper, the effects of spatial variability of soil permeability on soil consolidation by PVDs are investigated stochastically, and the corresponding uncertainty associated with the degree of consolidation is statistically quantified and analyzed.
publisherAmerican Society of Civil Engineers
titleProbabilistic Analysis of Soil Consolidation via Prefabricated Vertical Drains
typeJournal Paper
journal volume13
journal issue6
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000244
treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 006
contenttypeFulltext


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