Deformation Monitoring and Performance Analysis on the Shield Tunnel Influenced by Adjacent Deep Excavations

Author:

Zhang Hong-Bing1,Chen Jin-Jian2,Fan Fan3,Wang Jian-Hua4

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China.

2. Associate Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China (corresponding author).

3. Graduate Student, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China.

4. Professor, Dept. of Civil engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Reference24 articles.

1. Alexander S. J. Lawson R. M. and Klein A. R. (1981). “Design for movement in buildings.” Construction Industry Research and Information Association London.

2. Alhaddad M. et al. (2014). “Multi-suite monitoring of an existing cast iron tunnel subjected to tunnelling-induced ground movements.” Tunneling Underground Construction Geo-Shanghai 2014 ASCE Reston VA 293–307.

3. Field Tests, Modification, and Application of Deep Soil Mixing Method in Soft Clay

4. Novel excavation and construction method of an underground highway tunnel above operating metro tunnels;Chen J. J.;J. Aerosp. Eng.,2014

5. Field observation of a deep excavation adjacent to subway tunnels;Ding Y. C;J. Beijing Univ. Technol.,2008

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