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This paper investigates soil-pile interaction for bridge abutments in soft clay formations, highlighting the challenges posed by lateral loads and settlements due to embankment construction. A 3-D numerical modeling approach using finite element methods was employed to study the effects of these lateral forces on pile displacement and bending moments, validated against centrifuge test results. The findings indicate significant lateral displacements and bending moments, emphasizing the importance of proper s

Author

Fauzan

Language

EN