An Endochronic Constitutive Law for Static Shear Behavior of Overconsolidated Clays - Imai, Goro; Xie, Chanjuan (SOILS AND FOUNDATIONS, 1990)
Keywords: clays; dilatancy; Earth sciences; Earth, ocean, space; Engineering and environment geology. Geothermics; Engineering geology; Exact sciences and technology; overconsolidation; pore pressure; shear strength; stress-strain curve; triaxial compression test (IGC : D6); triaxial compression test (IGC: D 6); overconsolidation; shear strength; triaxial compression test (IGC: D 6); dilatancy; stress-strain curve; pore pressure; clays; Clay; Triaxial tests; Sedimentary rocks; Pore pressure; Shear strength; Dilatancy; Stress; Equations; Overconsolidated materials; Clastic sediments