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contributor authorD. E. Ong
contributor authorC. E. Leung
contributor authorY. K. Chow
date accessioned2017-05-08T21:28:24Z
date available2017-05-08T21:28:24Z
date copyrightJanuary 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A1%2836%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52782
description abstractA series of centrifuge model tests has been conducted to investigate the behavior of a single pile subjected to excavation-induced soil movements behind a stable retaining wall in clay. The results reveal that after the completion of soil excavation, the wall and the soil continue to move and such movement induces further bending moment and deflection on an adjacent pile. For a pile located within
publisherAmerican Society of Civil Engineers
titlePile Behavior due to Excavation-Induced Soil Movement in Clay. I: Stable Wall
typeJournal Paper
journal volume132
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:1(36)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
contenttypeFulltext


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