Experimental and analytical study on the mechanical response of shield tunnel segmental linings strengthened by a steel-UHPC composite

Author:

Chen Ren-Peng,Fan Meng,Cheng Hong-Zhan,Wu Huai-Na,Zhang Yang,Ruan Shi-Qiang,Gao Bin-Yong

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference43 articles.

1. Debonding failure modes of flexural FRP-strengthened RC beams;Aram;Compos. Part B-Eng.,2008

2. Beijing: China Building Industry Press, 2008. Reinforced concrete segments (GB/T 22082-2008).

3. Beijing: China Building Industry Press, 2015. Reactive powder concrete (GB/T31387-2015).

4. Optimization of GFRP reinforcement in precast segments for metro tunnel lining;Caratelli;Compos. Struct.,2017

5. Chang, C.T., Wang, M.J., Chang, C.T., Sun, C.W., 2001. Repair of displaced shield tunnel of the Taipei rapid transit system. Tunn. Undergr. Space Technol. 16, 167–173. 10/dwbx79.

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