Cauchy problem of three-dimensional critical slip surface of slope under tension-shear failure mode
WANG Jiao1, 2, LIN Shan3, LUO Liu4, ZHENG Hong3, SUN Guan-hua1, 2, LONG Wan-xue5
1. State Key Laboratory of Geotechnical Mechanics and Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China; 4. The First Engineering Company Limited of the Second Harbor Engineering, Wuhan Hubei 430056, China; 5. Guizhou Transportation Planning Survey & Design Academe Co., Ltd., Guiyang, Guizhou 550001, China
This work was supported by the National Natural Science Foundation of China (11972043), the National Key Research and Development Program (2018YFE0100100) and Guiyang Rail Transit Line 1 Engineering Research Project “Research on the Influence Mechanism and Control Measures of the Neighboring Deep Foundation Pit Development Project on the Urban Rail Transit Structure”.
WANG Jiao, LIN Shan, LUO Liu, ZHENG Hong, SUN Guan-hua, LONG Wan-xue, . Cauchy problem of three-dimensional critical slip surface of slope under tension-shear failure mode[J].Rock and Soil Mechanics, 2022, 43(9): 2634-2642.