Surface Settlement of Shallow Shield Tunneling: Face Pressure, Tail-Void Grouting Pressure, and Grout Volume-Reference-Cited by-同舟云学术

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Surface Settlement of Shallow Shield Tunneling: Face Pressure, Tail-Void Grouting Pressure, and Grout Volume

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Taiyi¹,Xu Guangli²,Cong Ying³

Affiliation:

1. Faculty of Engineering, China Univ. of Geosciences, Wuhan 430074, China; Disaster Prevention Research Institute (DPRI), Kyoto Univ., Kyoto 6218235, Japan.

2. Professor, Faculty of Engineering, China Univ. of Geosciences, Wuhan 430074, China (corresponding author).

3. China Southwest Geotechnical Investigation and Design Institute Co. Ltd., Chengdu 610052, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9011

Reference94 articles.

1. Characterization of wall deflection and ground settlement for irregular-shaped excavations with changes in corner configuration;Abbas Q.;Int. J. Geomech.,2023

2. Experimental study on the distribution of earth pressure and surface settlement through three-dimensional trapdoor tests

3. Face stability in slurry and EPB shield tunneling;Anagnoustou G.;Tunnels Tunnelling,1996

4. Stability of an undrained plane strain heading revisited

5. Avgerinos V. D. M. Potts J. R. Standing and M. S. P. Wan. 2018. “Predicting tunnelling-induced ground movements and interpreting field measurements using numerical analysis: Crossrail case study at Hyde Park.” Géotechnique 68 (1): 31–49.

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