Test and Numerical Simulation of Excavation of Subway Stations Using the Small Pipe–Roof

Test and Numerical Simulation of Excavation of Subway Stations Using the Small Pipe–Roof–Beam Method

Published:2023-04 Issue:4 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bai Qian¹,Zhao Wen²,Cao Wenxin¹,Jia Pengjiao³,Cheng Cheng⁴,Lu Bo⁵^ORCID

Affiliation:

1. Ph.D. Candidate, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China.

2. Professor, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China (corresponding author).

3. Associate Professor, School of Rail Transportation, Soochow Univ., Suzhou 215131, China.

4. Lecturer, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China.

5. Ph.D. Candidate, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7922

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3. Similar model study on deformation characteristics of tunnel with pipe–roof reinforcement during construction;Gong J.;Sci. Technol. Eng.,2017

4. Ground surface settlement response to subway station construction activities using pile–beam–arch method

5. Model test to earth pressure distribution on pipe roof of tunnels as pre-supporting system in weak surrounding rock;Guo X.;Chin. J. Rock Mech. Eng.,2016

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