Sensitivity analysis and parameter selection of the modified Mohr–Coulomb model in foundation pit excavation in granite residual soil areas

Abstract In foundation pit excavation, granite residual soil is frequently used as a foundation-bearing layer, necessitating the consideration of its unique engineering characteristics in stability studies. Numerical analysis is a crucial method for evaluating the stability of excavation pits, with...

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Автори:	Junfeng Shi, Zihang Yu, Weiping Jiang, Zhengjie Zhan, Pan Xia
Формат:	Artigo
Мова:	Inglês
Опубліковано:	Springer 2024-11-01
Серія:	Discover Applied Sciences
Предмети:	Granite residual soil Modified Mohr–Coulomb (MMC) model Orthogonal experimental methods Sensitivity analysis
Онлайн доступ:	https://doi.org/10.1007/s42452-024-06392-1
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