Slurry Support Mechanism for Shield Tunneling Considering Slurry Infiltration and Cutter-Disk Cutting Effect-Reference-Cited by-同舟云学术

Slurry Support Mechanism for Shield Tunneling Considering Slurry Infiltration and Cutter-Disk Cutting Effect

Published:2024-10 Issue:10 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Keqi¹^ORCID,Yang Runsheng²,Wang Shuhong³,Zhao Wen³,Qi Peng⁴^ORCID

Affiliation:

1. Assistant Professor, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110004, China (corresponding author). ORCID: .

2. Master’s Student, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110004, China.

3. Professor, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110004, China.

4. Assistant Professor, School of Mechanical Engineering, Shenyang Jianzhu Univ., Shenyang 110168, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9417

Reference34 articles.

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4. Broere, W. 2003. “Influence of excess pore pressures on tunnel face stabiity.” In Proc., Claiming the Underground Space, 759–765. Boca Raton, FL: CRC Press.

5. Broere, W., and F. Van Tol. 2001. “Time-dependent infiltration and groundwater flow in a face stability analysis.” In Modern tunneling science and technology, edited by T. Adachi, K. Tateyama, and M. Kimura, 629–634. Kyoto, Japan: Kyoto Univ.