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Influence of stress system on behavior of saturated clays during undrained shear
Effects of stress system variables on undrained shear behavior of saturated clays; system variables refer to direction and relative magnitude of three principal stresses during consolidation and during shear; report reviews and analyzes previous work in area and presents results of extensive series of consolidated-undrained triaxial tests with pore pressure measurements on normally consolidated Boston blue clay prepared from dilute slurry; effects on undrained shear behavior of anisotropic consolidation, perfect sampling, intermediate principal stress, and rotation of principal planes during shear are considered.
Influence of stress system on behavior of saturated clays during undrained shear
Effects of stress system variables on undrained shear behavior of saturated clays; system variables refer to direction and relative magnitude of three principal stresses during consolidation and during shear; report reviews and analyzes previous work in area and presents results of extensive series of consolidated-undrained triaxial tests with pore pressure measurements on normally consolidated Boston blue clay prepared from dilute slurry; effects on undrained shear behavior of anisotropic consolidation, perfect sampling, intermediate principal stress, and rotation of principal planes during shear are considered.
Influence of stress system on behavior of saturated clays during undrained shear
M.I.T. -- Dept Civ Eng -- Research Earth Physics -- Phase Report
Ladd, C.C. (Autor:in) / Varallyay, J. (Autor:in)
1965
263 pages
Report
Englisch
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