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A Comprehensive Shear Strength Model for Saturated and Unsaturated Soils
As part of a study to develop a new theoretical framework for unsaturated soils that incorporates both shear strength and volume change behaviour due to changes in soil suction and applied stress, a new four zone shear strength surface has been proposed. This model encompasses the shear strength behaviour at low and high values of both suction and net stress or effective stress for unsaturated and saturated soils respectively. The model is validated by data reported in the literature and obtained from large diameter triaxial tests on limestone gravel.
A Comprehensive Shear Strength Model for Saturated and Unsaturated Soils
As part of a study to develop a new theoretical framework for unsaturated soils that incorporates both shear strength and volume change behaviour due to changes in soil suction and applied stress, a new four zone shear strength surface has been proposed. This model encompasses the shear strength behaviour at low and high values of both suction and net stress or effective stress for unsaturated and saturated soils respectively. The model is validated by data reported in the literature and obtained from large diameter triaxial tests on limestone gravel.
A Comprehensive Shear Strength Model for Saturated and Unsaturated Soils
Noor, M. J. Md. (author) / Anderson, W. F. (author)
Fourth International Conference on Unsaturated Soils ; 2006 ; Carefree, Arizona, United States
Unsaturated Soils 2006 ; 1992-2003
2006-03-17
Conference paper
Electronic Resource
English
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