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This study investigates the risks associated with chemically weakened urban surface soils during deep excavations using a 3D finite-element analysis. It identifies the modulus ratio and internal friction angle as key parameters affecting excavation-induced ground deformation and support system responses. The findings suggest that maintaining specific ranges for these parameters can help mitigate adverse effects during deep excavations in urban environments.
- Author
- phong nguyễn
- Language
- EN