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RISDeformation and Pore-Water Pressure Responses of Elastic Viscoplastic Soil
Publisher: American Society of Civil Engineers
Abstract: The deformation and pore-water pressure responses of clayey soils are of great interest to civil engineers. In this paper, displacements and pore-water pressures of a clay subjected to the loading of a strip footing are ...
Evaluation of Structural Strength and Parameters of Collapsible Loess
Publisher: ASCE
Abstract: Loess is one of the problematic soils with a worldwide distribution for its collapsibility. To study structural strength and parameters of collapsible loess, a number of double-oedometer tests on intact and remolded loess ...
Elastic Anisotropic Viscoplastic Modeling of the Strain-Rate-Dependent Stress–Strain Behavior of K0 -Consolidated Natural Marine Clays in Triaxial Shear Tests
Publisher: American Society of Civil Engineers
Abstract: This paper presents a new three-dimensional (3D) anisotropic elastic viscoplastic (EVP) model for the time-dependent stress–strain behavior of
Dilatancy Equation for Rockfill Materials under Three-Dimensional Stress Conditions
Publisher: American Society of Civil Engineers
Abstract: The intermediate principal stress ratio b has a significant influence on the dilatancy behaviors of rockfill materials. The dilatancy equation is defined as a function of the dilatancy dg and the stress ratio η. To investigate ...
Dilatancy Equation for Rockfill Materials under Three-Dimensional Stress Conditions
Publisher: American Society of Civil Engineers
Abstract: The intermediate principal stress ratio b has a significant influence on the dilatancy behaviors of rockfill materials. The dilatancy equation is defined as a function of the dilatancy dg and the stress ratio η. To investigate ...