Lateral Deformation Mechanisms of Piles in Coastal Regions Under Seawall Surcharge Loading and Mitigation Using Deep Cement Mixing (DCM) Piles

In coastal regions with thick, soft soil deposits, bridge pile foundations are susceptible to lateral displacements induced by the construction of adjacent seawalls. This study employs a three-dimensional nonlinear finite element framework to investigate the lateral deformation mechanisms of rock-so...

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Bibliographic Details
Main Authors: Fei Huang, Zhiwei Chen, Huiyuan Deng, Wenbo Zhu
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/11/1936
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