Analysis of deformation rule of deep foundation pit excavation of railway station in soft soil with silt

Analysis of deformation rule of deep foundation pit excavation of railway station in soft soil with silt

Abstract This study investigates the behavior of retaining structures and the settlement of external surfaces in deep foundation pits located in areas characterized by muddy soft soil. The research evaluates the efficacy of two constitutive models—the traditional Mohr-Coulomb model and the modified...

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Bibliographic Details
Main Authors: Weijian Liu, Zhonghe Wang, Zhizeng Zhang, Zhengyu Zhang, Yongfu Jia, Zhun Li
Format: Article
Language:English
Published: Nature Portfolio 2025-08-01
Series:Scientific Reports
Subjects:
Foundation pit excavation
Silty soft soil
Numerical simulation
Modified cam-clay model
Deformation analysis
Online Access:https://doi.org/10.1038/s41598-025-15139-w
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https://doi.org/10.1038/s41598-025-15139-w

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