Analytical Solution of the Mechanical Response of a Shield Tunnel Crossing an Active Ground Fissure Zone

Author:

Miao Chenyang1,Huang Qiangbing2,Zhang Yun3

Affiliation:

1. Ph.D. Candidate, School of Earth Sciences and Engineering, Nanjing Univ., Nanjing 210046, China.

2. Professor, Dept. of Geological Engineering, Chang’an Univ., Xi’an 710054, China; Key Laboratory of Earth Fissures Geological Disaster, Ministry of Natural Resources, Nanjing 210049, China; Key Laboratory of Western China’s Mineral Resource and Geological Engineering, Ministry of Education, Xi’an 710054, China (corresponding author).

3. Professor, School of Earth Sciences and Engineering, Nanjing Univ., Nanjing 210046, China.

Publisher

American Society of Civil Engineers (ASCE)

Reference36 articles.

1. ASCE & FEMA (American Society of Civil Engineers and Federal Emergency Management Agency). 2001. “American lifeline alliance (ALA).” In Guidelines for the design of buried steel pipe. Oakland, CA: G&E Engineering Systems.

2. Rationality determination method and mechanical behavior of underground utility tunnels in a ground fissure environment;Deng B.;Bull. Eng. Geol. Environ.,2022

3. Experimental study on the mechanical response of metro shield tunnels obliquely crossing ground fissures;Gou Y.;Tunnelling Underground Space Technol.,2023

4. Model test on deformation and failure mechanism of shield tunnel intersecting ground fissure with large angle;Gou Y.;China Civ. Eng. J.,2022

5. Overview of ground fissure research in China;Howard K. W. F.;Environ. Earth Sci.,2019

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