An effective stress-based DSC model for predicting hydromechanical shear behavior of unsaturated collapsible soils subjected to initial shear stress

An effective stress-based DSC model for predicting hydromechanical shear behavior of unsaturated collapsible soils subjected to initial shear stress

Evaluation of hydromechanical shear behavior of unsaturated soils is still a challenging issue. The time and cost needed for conducting precise experimental investigation on shear behavior of unsaturated soils have encouraged several investigators to develop analytical, empirical, or semi-empirical...

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Bibliographic Details
Main Authors:	Saman Soleymani Borujerdi, S. Mohsen Haeri, Amir Akbari Garakani, Chandrakant S. Desai
Format:	Article
Language:	English
Published:	Elsevier 2025-01-01
Series:	Journal of Rock Mechanics and Geotechnical Engineering
Subjects:	Unsaturated collapsible soil Initial shear stress Hydromechanical shear behavior Effective stress Disturbed state concept Critical state
Online Access:	http://www.sciencedirect.com/science/article/pii/S1674775524002452
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