Numerical analysis of soil deformation in the excavation with loose sand retained by inclined retaining piles

Abstract Taking the conducted model test by authors as the research object, this paper first carries out detailed numerical analysis and verifies the reliability of the established model. Furthermore, the test phenomenon is explained based on numerical analysis, while parameter analysis is carried o...

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Bibliographic Details
Main Authors: Yuping Wang, Xuesong Cheng, Gang Zheng
Format: Article
Language:English
Published: Nature Portfolio 2024-12-01
Series:Scientific Reports
Subjects:
Online Access:https://doi.org/10.1038/s41598-024-83152-6
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