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contributor authorJin-Hung Hwang
contributor authorNeng Liang
contributor authorCheng-Hsing Chen
date accessioned2017-05-08T21:27:07Z
date available2017-05-08T21:27:07Z
date copyrightNovember 2001
date issued2001
identifier other%28asce%291090-0241%282001%29127%3A11%28939%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51980
description abstractThe paper presents a synthesis of the field measurements obtained in a series of large-scale pile-driving tests. The field test was performed at the Chiayi-Taipo area of the high speed rail system currently under construction in Taiwan. The test project included a complete instrumentation of three precast concrete piles with a network of piezometers, inclinometers, level posts, and velocity sensors. The instruments were used to monitor the variations of the dynamic soil pore water pressure, lateral ground deformations, vertical surface displacements, and ground vibrations induced by the pile on the surrounding soil medium during the driving process. Based on the test results, a correlation between the pile-driving resistance and the geological condition of the test site is identified.
publisherAmerican Society of Civil Engineers
titleGround Response during Pile Driving
typeJournal Paper
journal volume127
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2001)127:11(939)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
contenttypeFulltext


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