Abstract: Isotropic triaxial compression tests were conducted on five different, fairly uniform sands, with mean grain sizes between 2.8 and 0.105 mm, to determine the effects of effective confining pressure, mean grain size, and ...

Abstract: The cyclic behavior of normally consolidated clays is investigated by conducting a series of cyclic simple shear tests on one‐dimensionally and isotropically consolidated kaolinite samples. The response of two types of ...