Full-scale tests on bending behavior of segmental joints for large underwater shield tunnels

Author:

Feng Kun,He Chuan,Qiu Yue,Zhang Li,Wang Wei,Xie Hongming,Zhang Yanyang,Cao Songyu

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference19 articles.

1. Experimental study on mechanical properties of longitudinal seam of Shanghai Changjiang shield tunnel;Chen;Undergr. Eng. Tunn.,2010

2. Hayashi, M., 1997. Study on Dynamic Characteristics and Rational Manufacturing Methods of Tenon Segments. Doctoral Dissertation of Waseda University, Tokyo (in Japanese).

3. Study on loading model of joints at longitudinal seam of lining segments in shield tunnel;Huang;Undergr. Space,2003

4. Iftimie, T., 1992. Design considerations and testings in shield-driven tunnels. In: Proceedings of the ITA International Congress 'Towards New Worlds in Tunnelling, Acapulco, Mexico, 16–20 May. Balkema, Rotterdam, pp. 321–326.

5. Senior Concrete Structure Theory;Jiang,2005

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