Abstract: Analyses of a dynamic lateral load test conducted on a full‐sized pipe pile supporting a rigid cap‐mass superstructure are described. Three algorithms representing different categories of mathematical models that simulate ...

Abstract: The results of dynamic lateral load tests on a cantilevered mass supported by a single 10.75‐in. (273‐mm) diameter steel pipe pile embedded in stiff, overconsolidated clay are presented. These tests were conducted to provide ...