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Stress-Strain Behavior of and Hyperbolic Parameters for Structured/Cemented Silts
Isotropically consolidated-drained triaxial compression tests were performed on undisturbed structured/cemented silt to gain a better understanding of the shear behavior of and hyperbolic stress-strain parameters for this material. The results show that the hyperbolic stress-strain parameters for the structured/cemented silt are anisotropic and differ significantly from the hyperbolic parameters developed for silt reconstituted at the field total unit weight and water. As the confining pressure in a triaxial compression test approaches the preconsolidation pressure, the effects of the structure/cementation are reduced due to bond breakage, and the structured/cemented silt exhibits a stress-strain behavior similar to that of reconstituted silt.
Stress-Strain Behavior of and Hyperbolic Parameters for Structured/Cemented Silts
Isotropically consolidated-drained triaxial compression tests were performed on undisturbed structured/cemented silt to gain a better understanding of the shear behavior of and hyperbolic stress-strain parameters for this material. The results show that the hyperbolic stress-strain parameters for the structured/cemented silt are anisotropic and differ significantly from the hyperbolic parameters developed for silt reconstituted at the field total unit weight and water. As the confining pressure in a triaxial compression test approaches the preconsolidation pressure, the effects of the structure/cementation are reduced due to bond breakage, and the structured/cemented silt exhibits a stress-strain behavior similar to that of reconstituted silt.
Stress-Strain Behavior of and Hyperbolic Parameters for Structured/Cemented Silts
Stark, Timothy D. (Autor:in) / Ebeling, Robert M. (Autor:in) / Daly, Kenneth R. (Autor:in)
Geo-Denver 2000 ; 2000 ; Denver, Colorado, United States
Advances in Unsaturated Geotechnics ; 318-332
24.07.2000
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Stress-Strain Behavior of and Hyperbolic Parameters for Structured/Cemented Silts
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