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The paper presents an improved embedded beam formulation with an interaction surface for modeling pile-soil interactions in finite element analysis, enhancing accuracy and reducing mesh-dependence. This new formulation has been implemented in PLAXIS software and validated against pile load test data, demonstrating better performance in both axial and lateral loading conditions. The study builds upon previous work to address limitations in earlier embedded beam models, providing a more efficient approach for

Author

Sajjad Anwar

Language

EN