Analysis of stratum deformation and lining response induced by shield construction considering influences of underground water level rise and fall
ZHANG Zhi-guo1, 2, 3, LI Sheng-nan1, ZHANG Cheng-ping2, WANG Zhi-wei3
1. School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China;
2. Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong University, Beijing 100044, China; 3. State Key Laboratory for Track Technology of High-speed Railway, Railway Engineering Research Institute, China Academy of Railway Sciences, Beijing 100081, China
This work was supported by the Key Program for National Natural Science Foundation of China (51738010), the General Program for National Natural Science Foundation of China (41772331), the Open Project of Key Laboratory of Urban Underground Engineering of Ministry of Education(TUE2017-04), and the Project Program of State Key Laboratory for Track Technology of High-speed Railway (2018YJ181).
ZHANG Zhi-guo, LI Sheng-nan, ZHANG Cheng-ping, WANG Zhi-wei, . Analysis of stratum deformation and lining response induced by shield construction considering influences of underground water level rise and fall[J].Rock and Soil Mechanics, 2019, 40(S1): 281-296.