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contributor authorMichael McVay
contributor authorRobert Casper
contributor authorTe-I Shang
date accessioned2017-05-08T20:37:40Z
date available2017-05-08T20:37:40Z
date copyrightMay 1995
date issued1995
identifier other%28asce%290733-9410%281995%29121%3A5%28436%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21653
description abstractCentrifuge tests were conducted on single and 3 × 3 pile groups at three-diameter (3D) and five-diameter (5D) spacings. In all of the tests, the piles were driven and laterally loaded in flight without stopping the centrifuge. The piles simulated 430 mm diameter by 13 m long pipe piles founded in medium loose (
publisherAmerican Society of Civil Engineers
titleLateral Response of Three-Row Groups in Loose to Dense Sands at 3D and 5D Pile Spacing
typeJournal Paper
journal volume121
journal issue5
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1995)121:5(436)
treeJournal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 005
contenttypeFulltext


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