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contributor authorW. M. Yan
contributor authorT. K. Sun
contributor authorL. G. Tham
date accessioned2017-05-08T21:47:31Z
date available2017-05-08T21:47:31Z
date copyrightJuly 2012
date issued2012
identifier other%28asce%29gt%2E1943-5606%2E0000666.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62449
description abstractWhen a pile is embedded in a consolidating ground (e.g., newly reclaimed land), soil may settle more than the pile, thus generating negative skin friction along the pile shaft. This negative friction induces additional axial load to the pile (dragload) and pulls the pile further downward (downdrag). In this paper, the problem is investigated numerically with the finite-element package
publisherAmerican Society of Civil Engineers
titleCoupled-Consolidation Modeling of a Pile in Consolidating Ground
typeJournal Paper
journal volume138
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000651
treeJournal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 007
contenttypeFulltext


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