Time-Dependent Solutions for Lined Circular Tunnels Considering Rockbolts Reinforcement and Face Advancement Effects-Reference-Cited by-同舟云学术

Time-Dependent Solutions for Lined Circular Tunnels Considering Rockbolts Reinforcement and Face Advancement Effects

Published:2021-10 Issue:10 Volume:21 Page:04021179
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Nannan¹,Shao Zhushan²,Wu Kui³,Chu Zhaofei⁴^ORCID,Qin Su¹

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

2. Full Professor, School of Science, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China (corresponding author).

3. Ph.D. Fellow, School of Science, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

4. Lecturer, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002130

Reference52 articles.

1. Bergman S. G. A. and S. Bjurström. 1983. “Swedish experience of rock bolting. A keynote lecture. Rock bolting. Theory and application in mining and underground construction.” In Proc. Int. Symp. on Rock Bolting edited by O. Stephansson 243–255. Rotterdam Netherlands: A.A. Balkema.

2. Visco-elastoplastic solutions for circular tunnel considering stress release and softening behaviour of rocks;Bian Y.;Rock Soil Mech.,2013

3. Bobet, A. 2002. “Mechanically anchored rockbolts in tunnels in saturated ground.” In Proc., North American Rock Mechanics Symp., 797–804. Toronto, ON: University of Toronto Press.

4. Tunnel reinforcement with rockbolts

5. Back analysis of time-dependent behaviour of a test gallery in claystone

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