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contributor authorMichael McVay
contributor authorLimin Zhang
contributor authorThomas Molnit
contributor authorPeter Lai
date accessioned2017-05-08T21:26:16Z
date available2017-05-08T21:26:16Z
date copyrightOctober 1998
date issued1998
identifier other%28asce%291090-0241%281998%29124%3A10%281016%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51440
description abstractAn apparatus was developed to load large pile groups (3 × 3 to 7 × 3) founded in sand in the centrifuge laterally. The device consists of a hydraulic jack apparatus to install the piles, strain gauge instrumentation, and a data acquisition system. The instrumentation allowed the determination of both bending moments and shear forces at the head of each pile. Lateral load tests of 3 × 3 to 7 × pile groups were conducted in both loose and medium dense sands. Based on the test results, the pile group interaction effects were investigated. It was found that the
publisherAmerican Society of Civil Engineers
titleCentrifuge Testing of Large Laterally Loaded Pile Groups in Sands
typeJournal Paper
journal volume124
journal issue10
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1998)124:10(1016)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
contenttypeFulltext


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