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Lateral Response of Three-Row Groups in Loose to Dense Sands at 3D and 5D Pile Spacing
Publisher: American Society of Civil Engineers
Abstract: Centrifuge 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. ...
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