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1 s2.0 S0013935126009473 Main by phong nguyễn is a document available to read on EtoBox.

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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