Stability Evaluation Model of a Tunnel Face Excavated by the Benching Method in a Soft Silty Clay Layer-Reference-Cited by-同舟云学术

Stability Evaluation Model of a Tunnel Face Excavated by the Benching Method in a Soft Silty Clay Layer

Published:2021-04 Issue:4 Volume:21 Page:04021022
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ding Wantao¹^ORCID,Wang Han²,Liu Keqi³,Hou Minglei²,Chen Rui²

Affiliation:

1. Professor, School of Qilu Transportation, Shandong Univ., Jinan 250002, China; Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China. ORCID: .

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

3. Ph.D. Student, Research Center of Geotechnical and Structural Engineering, Shandong Univ., Jinan 250061, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001962

Reference70 articles.

1. Numerical modelling of tunnel face stability in homogeneous and layered soft ground

2. The contribution of horizontal arching to tunnel face stability

3. The face stability of slurry-shield-driven tunnels

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

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Stability analysis of tunnel face considering the shape of excavation and reinforcement measures;European Journal of Environmental and Civil Engineering;2024-08-14

2. Model test and discrete element method simulation of tunnel face stability in sand-gravel inclined layered stratum;Computers and Geotechnics;2024-08

3. MPM analysis for the stability mode and failure characteristics of tunnel face considering unsupported length;Computers and Geotechnics;2024-08

4. Stability evaluation model for the tunnel face of large cross-section tunnel excavated by the bench method;Computers and Geotechnics;2024-06

5. Surface Settlement of Shallow Shield Tunneling: Face Pressure, Tail-Void Grouting Pressure, and Grout Volume;International Journal of Geomechanics;2024-06