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The document presents a thermodynamic model for effective stresses in unsaturated soils, extending a previous Bishop-like effective stress model to include the effects of interfaces on mechanical behavior. It discusses the significance of independent stress state variables and introduces a modified Cam–Clay model for unsaturated conditions, comparing it with experimental results. The authors emphasize the role of interface energy and saturation degree in the mechanical behavior of unsaturated soils, providi
- Author
- patrick dangla
- Language
- EN