Slope stability analysis considering the strength anisotropy of c-φ soil
Abstract In traditional slope stability analyses, soil is usually approximated as isotropic. However, naturally cohesive soil deposits are inherently anisotropic, primarily due to the directional arrangement of soil particles during their deposition process. In this paper, a generalized anisotropic...
Main Authors: | Yi He, Zhi Li, Wenfa Wang, Ran Yuan, Xiaoyan Zhao, Nikolaos Nikitas |
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Format: | Article |
Language: | English |
Published: |
Nature Portfolio
2022-11-01
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Series: | Scientific Reports |
Online Access: | https://doi.org/10.1038/s41598-022-20819-y |
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