Abstract: Available consolidated isotropically undrained triaxial tests (CIU) on samples of reconstituted sands are analyzed in terms of the

Abstract: Results of consolidated isotropically undrained triaxial tests (CIU) on samples of reconstituted sands are presented to establish the conditions required to induce strain‐softening during monotonic loading. It is found ...

Abstract: The limit state characteristics of base-course granular materials were obtained using a typical triaxial testing equipment devoted to the measurement of resilient modulus. Accurate monitoring of axial strain during isotropic ...

Abstract: The behavior of interfaces between granular materials in zoned embankment dams can influence their overall behavior. Soil–structure interfaces have been largely studied, but only a few analyses of interfaces between the ...

Abstract: Data are presented from cyclic triaxial tests on anisotropically consolidated kaolin clay and silica silt mixtures prepared in the laboratory. The soil type ranged from a pure silt to a silty clay with 40% clay content. ...