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contributor authorM. Gao
contributor authorD. B. Chin
contributor authorM. Y. Ma
contributor authorR. G. Sun
date accessioned2017-05-08T23:17:31Z
date available2017-05-08T23:17:31Z
date copyrightDecember, 1984
date issued1984
identifier issn0195-0738
identifier otherJERTD2-26401#496_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98272
description abstractIn this paper, the pile-soil interaction behavior of a large-sized steel pipe pile in soft silty clay along the downstream of the Yangtze River is analyzed and discussed through an in-situ experiment under lateral static, cyclic and dynamic loadings, along with the static and dynamic triaxial tests on soil samples in laboratory. In the analysis, the finite element method and other simplified methods are compared using different models of lateral soil stiffness. From the results of the tests as well as the analysis, a possible formulation of the p-y curves of the pile in soft clay under lateral loadings is suggested, and a simplified method of dynamic analysis taking into account of the pile-soil interaction is also proposed.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Study of Pile-Soil Interaction Behavior Under Static, Cyclic and Dynamic Lateral Loadings
typeJournal Paper
journal volume106
journal issue4
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.3231113
journal fristpage496
journal lastpage501
identifier eissn1528-8994
keywordsSoil
keywordsStiffness
keywordsRivers
keywordsSteel
keywordsFinite element methods
keywordsDynamic analysis AND Pipes
treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 004
contenttypeFulltext


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