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This document summarizes a study analyzing the response of a 2x2 pile group subjected to lateral soil movement from an adjacent embankment through 3D finite element analysis. The study investigated both the immediate (short-term) and consolidation (long-term) effects on the pile group for different rates of embankment construction. The response of the pile group was examined in terms of bending moment and displacement for varying pile slenderness, spacing, and vertical load. The analysis showed that bending

Author

Seif Eddine

Language

EN