Failure Mechanism of an Underground Metro Tunnel Intersecting Steep Ground Fissure at Low Angle

Author:

Peng Jianbing1,He Kai2,Tong Xiao3,Huang Qiangbing4,Liu Cong5

Affiliation:

1. Professor, Dept. of Geology Engineering, College of the Geology Engineering and Geomatics, Chang'an Univ., Xi'an 710054, China; Key Laboratory of Western China's Mineral Resources and Geology Engineering, Education Ministry of China, Xi'an 710054, China (corresponding author).

2. Ph.D. Student, Institute of Geomechanics, Chinese Academy of Geological Science, Beijing 100081, China.

3. Ph.D. Student, Dept. of Geology Engineering, College of the Geology Engineering and Geomatics, Chang'an Univ., Xi'an 710054, China.

4. Professor, Dept. of Geology Engineering, College of the Geology Engineering and Geomatics, Chang'an Univ., Xi'an 710054, China; Key Laboratory of Western China's Mineral Resources and Geology Engineering, Education Ministry of China, Xi'an 710054, China.

5. Senior Lecturer, Dept. of Geology Engineering, College of the Geology Engineering and Geomatics, Chang'an Univ., Xi'an 710054, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference28 articles.

1. Land Subsidence and Cracking Due to Ground-Water Depletiona

2. A discrete numerical model for granular assemblies

3. Fang Y. Wang J. Jiang Y. and He C. (2012). “Study on ground settlement induced by shield tunnel construction in sandy gravel stratum.” Proc. ICPTT 2012 ASCE Reston VA 1567–1573.

4. Finite Element Simulation of Tunneling over Subways

5. Development of a convex polyhedral discrete element simulation framework for NVIDIA Kepler based GPUs

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