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This document summarizes a study that used numerical modeling to analyze the response of piles due to lateral slope movement induced by a weak soil layer or liquefied layer beneath an embankment. The analysis demonstrated that significant bending moments can develop in piles from lateral soil displacements. Sensitivity studies were performed by varying soil and pile parameters to analyze their effects on pile failure modes. Published case histories were also examined to help verify the modeling methodology.

Author

Sitotaw Alemu

Language

EN