Investigation of the failure mechanism and theoretical model of bolt-reinforced shallow tunnel faces with different bolt lengths

Author:

Zhang Xiao,Yu Li,Wang Mingnian,Yang Henghong,Lu Ming,Li Zexing,Tang Langzhou

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference50 articles.

1. Al Hallak, R., Garnier, J., & Leca, E. (2000). Experimental study of the stability of a tunnel face reinforced by bolts. In Geotechnical aspects of underground construction on soft ground (pp. 65–68).

2. Numerical modelling of tunnel face stability in homogeneous and layered soft ground;Alagha;Tunnelling and Underground Space Technology,2019

3. The face stability of slurry-shield-driven tunnels;Anagnostou;Tunnelling and Underground Space Technology,1994

4. Face stability conditions with earth-pressure-balanced shields;Anagnostou;Tunnelling and Underground Space Technology,1996

5. Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils;Anagnostou;Tunnelling and Underground Space Technology,2015

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