Anisotropy of Soil Shear Strength Parameters Caused by the Principal Stress Rotation
The paper presents the phenomenon of principal stress rotation in cohesive subsoil resulting from its loading or unloading and the impact of this phenomenon on the values of soil shear strength parameters: undrained shear strength τfu, effective cohesion c’, effective angle of internal friction φ’....
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| Format: | Article |
| Language: | English |
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Polish Academy of Sciences
2021-03-01
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| Series: | Archives of Civil Engineering |
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| Online Access: | https://journals.pan.pl/Content/119566/PDF/10.ACE-00106_B5.pdf |