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Model test study of the mechanical characteristics of the lining structure for an urban deep drainage shield tunnel

  • Published:2019-09 Issue: Volume:91 Page:103014
  • ISSN:0886-7798
  • Container-title:Tunnelling and Underground Space Technology
  • language:en
  • Short-container-title:Tunnelling and Underground Space Technology

Author:

Guo Rui,Zhang Maoyi,Xie Hongming,He Chuan,Fang Yong,Wang Shimin

Funder

National Natural Science Foundation of China

Science and Technology Innovation Project of Basic Scientific Research Business of Central University

Key Research Project of the Sichuan Science and Technology Program

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference28 articles.

1. The effect of external water pressure on the liner behavior of large cross-section tunnels;Fang;Tunnel. Undergr. Space Technol.,2016

2. Response of Pile Foundations to Simulated Earthquake Loading: Experimental and Analytical Results Ph.D. Dissertation;Gohl,1991

3. Model test on segmental lining of Nanjing Yangtze River tunnel with super-large cross-section;He;Chin. Rock Mech. Eng.,2007

4. Model test study on the mechanical characteristics of segment lining for the Wuhan Yangtze River tunnel;He;China Civil Eng. J.,2008

5. Design method for longitudinal segment joints of shield tunnel model;Huang;Chin. Geotech. Eng.,2015
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