Influence of Soil-Arching Effect on Tunnel Face Stability-Reference-Cited by-同舟云学术

Influence of Soil-Arching Effect on Tunnel Face Stability

Published:2021-07 Issue:7 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Keqi¹,Dias Daniel²,Ding Wantao³^ORCID,Chen Rui⁴

Affiliation:

1. Ph.D. Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.

2. Professor, Laboratory 3SR, CNRS UMR 5521, Grenoble Alpes Univ., Grenoble 38000, France; Antea Group, Antony 92160, France.

3. Professor, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China; School of Qilu Transportation, Shandong Univ., Jinan 250002, China (corresponding author). ORCID: .

4. Master’s Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002060

Reference49 articles.

1. Face stability conditions with earth-pressure-balanced shields

2. Face failure in homogeneous and stratified soft ground: Theoretical and experimental approaches on 1g EPBS reduced scale model

3. Broere, W. 2001. Tunnel face stability and new CPT applications. Delft, Netherlands: Delft Univ.

4. Stability of Clay at Vertical Opening

5. Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face

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