Investigation on the Effect of Induced Anisotropy on Shear Strength of Unsaturated Silty Soil Using Hollow Cylinder Apparatus, M.Sc. Thesis Sharif University of Technology ; Jafarzadeh, Fardin (Supervisor)
Abstract
In many of the geotechnical engineering projects, such as embankments in earth dams and roads, the soil bears anisotropic loading. Even that the behavior of this material depends on the anisotropic loading, not many researches have investigated the effects of this phenomenon. The main objective of this research is investigation the effect of anisotropic loading induced by mean principal stress parameter under unsaturated conditions. Hence, shear strength of firoozkooh silt, in terms of deviatoric stress at failure under monotonic loading under different values of intermediate stress parameter and saturation degree have been studied. For this purpose, silty samples have been prepared with...
Cataloging briefInvestigation on the Effect of Induced Anisotropy on Shear Strength of Unsaturated Silty Soil Using Hollow Cylinder Apparatus, M.Sc. Thesis Sharif University of Technology ; Jafarzadeh, Fardin (Supervisor)
Abstract
In many of the geotechnical engineering projects, such as embankments in earth dams and roads, the soil bears anisotropic loading. Even that the behavior of this material depends on the anisotropic loading, not many researches have investigated the effects of this phenomenon. The main objective of this research is investigation the effect of anisotropic loading induced by mean principal stress parameter under unsaturated conditions. Hence, shear strength of firoozkooh silt, in terms of deviatoric stress at failure under monotonic loading under different values of intermediate stress parameter and saturation degree have been studied. For this purpose, silty samples have been prepared with...
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