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This document summarizes a study on the influence of pile head restraint level on the lateral response of piles subjected to ground motion. A finite layer method was used to model piles with partially or fully constrained ends. The rotational stiffness required to produce a fully fixed pile head condition was analyzed parametrically. Equations were developed to define this stiffness based on pile and soil properties. Bending moment distributions with partial head rotation were also examined. Comparisons wer

Author

Jeffy Dormareadi

Language

EN