Shear strength and permeability in the sliding zone soil of reservoir landslides: Insights into the seepage-shear coupling effect

The strength of the sliding zone soil determines the stability of reservoir landslides. Fluctuations in water levels cause a change in the seepage field, which serves as both the external hydrogeological environment and the internal component of a landslide. Therefore, considering the strength chang...

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Bibliographic Details

Published in:	Journal of Rock Mechanics and Geotechnical Engineering
Main Authors:	Qianyun Wang, Huiming Tang, Pengju An, Kun Fang, Biying Zhou, Xinping Zhang
Format:	Article
Language:	English
Published:	Elsevier 2025-04-01
Subjects:	Sliding zone soil Permeability coefficient Shear strength Seepage pressure Reservoir landslides
Online Access:	http://www.sciencedirect.com/science/article/pii/S1674775524003755