State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 ChinaSchool of Science Lanzhou University of Technology Lanzhou 730050 ChinaUniversity of Chinese Academy of Sciences Beijing 100049 ChinaKey Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province Lanzhou University of Technology Lanzhou 730050 China;
State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China;
State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 ChinaUniversity of Chinese Academy of Sciences Beijing 100049 China;
State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 ChinaUniversity of Chinese Academy of Sciences Beijing 100049 China;
Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province Lanzhou University of Technology Lanzhou 730050 China;
Shear strength; Frozen clay-concrete interface; Disturbed state concept; Constitutive model;