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contributor authorZhen Meng
contributor authorJin-Jian Chen
contributor authorLianyang Zhang
contributor authorJian-Hua Wang
contributor authorJian-Ming Yao
date accessioned2017-05-08T22:25:30Z
date available2017-05-08T22:25:30Z
date copyrightDecember 2015
date issued2015
identifier other44426454.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80381
description abstractThis technical note presents a detailed field study to investigate the installation effects of drilled displacement (DD) piles with a screw-shaped shaft in Shanghai soft clay. Horizontal soil displacements and pore water pressures were measured in the vicinity of two DD piles with a screw-shaped shaft during their installation and subsequent soil consolidation periods. The results show that the horizontal soil displacements induced by the installation of a DD pile with a screw-shaped shaft are mainly concentrated within a circular region with a radius smaller than six times the pile external diameter and that the maximum horizontal soil displacements decrease by 10–20% one day after concreting and then tend to be stable. The excess pore water pressures reach their maximum when the drilling rod reaches the design depth or the concreting is completed and then start to decrease with time following approximately an exponential decay function.
publisherAmerican Society of Civil Engineers
titleField Tests to Investigate the Installation Effects of Drilled Displacement Piles with Screw-Shaped Shaft in Clay
typeJournal Paper
journal volume141
journal issue12
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001371
treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 012
contenttypeFulltext


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