An experimental study on cyclic loading of piles in sand
Abstract
An experimental investigation into piles in sand subjected to lateral cyclic loading was conducted with instrumented model piles. Three typical tests including both static and cyclic loading are presented to study the effect of cyclic magnitude, and number of cycles of lateral loading. Comparison of the test results shows that the pile responses depend more on the magnitude of cyclic load than on the number of cycles.
Conference Title
Proceedings of the 10th Australia new Zealand Conference on Geomechanics
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