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This document summarizes a study on the effects of cyclic lateral loads on piles in sand. The study found that methods commonly used to predict pile response to cyclic loads significantly underestimated deflections measured in lateral load tests on two piers in Tampa Bay, Florida. Based on these tests and additional case studies, the document develops two new methods for predicting pile behavior under cyclic lateral loads by accounting for parameters like soil resistance degradation with cycles, pile instal

Author

aekockaut

Language

EN