Search
Now showing items 1-2 of 2
Anisotropic and Noncoaxial Behavior of K0-Consolidated Soft Clays under Stress Paths with Principal Stress Rotation
Publisher: American Society of Civil Engineers
Abstract: During embankment construction, the deformation behavior of soil will vary with increasing fill height because the principal stresses applied on soil elements in K0-consolidated subsoil will rotate. In this study, a series ...
Cyclic Behavior of Saturated Clays in Plane Strain State
Publisher: ASCE
Abstract: The cyclic behaviors of soils in the plane strain state have rarely been studied in laboratory tests, while the plane strain hypothesis may have applications on the traffic-induced cyclic properties of subgrade soils beneath ...