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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Prif Awduron:	Junfeng Shi, Zihang Yu, Weiping Jiang, Zhengjie Zhan, Pan Xia
Fformat:	Artigo
Iaith:	Inglês
Cyhoeddwyd:	Springer 2024-11-01
Cyfres:	Discover Applied Sciences
Pynciau:	Granite residual soil Modified Mohr–Coulomb (MMC) model Orthogonal experimental methods Sensitivity analysis
Mynediad Ar-lein:	https://doi.org/10.1007/s42452-024-06392-1
Tagiau:	Ychwanegu Tag Dim Tagiau, Byddwch y cyntaf i dagio'r cofnod hwn!