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contributor authorKyle M. Rollins
contributor authorRyan J. Olsen
contributor authorJeffery J. Egbert
contributor authorDerek H. Jensen
contributor authorKimball G. Olsen
contributor authorBrian H. Garrett
date accessioned2017-05-08T21:28:25Z
date available2017-05-08T21:28:25Z
date copyrightOctober 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A10%281262%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52792
description abstractTo investigate group interaction effects as a function of pile spacing, full-scale cyclic lateral load tests were performed on pile groups in stiff clay spaced at 3.3, 4.4, and 5.65 pile diameters in the direction of loading with as many as five rows of piles. Group interaction effects decreased considerably as pile spacing increased from 3.3 to
publisherAmerican Society of Civil Engineers
titlePile Spacing Effects on Lateral Pile Group Behavior: Load Tests
typeJournal Paper
journal volume132
journal issue10
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:10(1262)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
contenttypeFulltext


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