Triple-shear Subloading Surface Hardening Model for Over-consolidated Unsaturated Clays
CIVIL ENGINEERING|更新时间:2026-01-25
|
Triple-shear Subloading Surface Hardening Model for Over-consolidated Unsaturated Clays
“In the field of glacier mechanics research, experts have established a binary medium constitutive model based on triaxial test data of polycrystalline ice samples, providing theoretical support for understanding glacier disasters.”
Hu Xiaorong,Lu Xiang,Wang Pan,et al.Triple-shear subloading surface hardening model for over-consolidated unsaturated clays[J].Advanced Engineering Sciences,2025,57(5):201‒213.