Analysis of Grouting Stability in Composite Stratum Tunnels with Discontinuity Layout Optimization-Reference-Cited by-同舟云学术

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Analysis of Grouting Stability in Composite Stratum Tunnels with Discontinuity Layout Optimization

Published:2024-11 Issue:11 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jin Qing¹,Liu Xuegang²,Liu Zhihui³,Tu Wenfeng³,Qin Chengshuai²,Sun Zizheng⁴

Affiliation:

1. Professor, Institute of Geotechnical and Underground Engineering, Shandong Univ., Ji’nan 250061, China.

2. School of Qilu Transportation, Shandong Univ., Ji’nan 250002, China.

3. Assistant Professor, School of Qilu Transportation, Shandong Univ., Ji’nan 250002, China.

4. Assistant Professor, School of Qilu Transportation, Shandong Univ., Ji’nan 250002, China; State Key Laboratory of Intelligent Manufacturing of Advanced Construction Machinery, Shandong Univ., Ji’nan 250061, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-10082

Reference42 articles.

1. Application of stochastic joint network simulation to composite strata of shallow-buried long-span metro tunnels

2. Face stability analysis of a shallow square tunnel in non-homogeneous soils

3. A Galerkin-type BE-FE formulation for elasto-acoustic coupling

4. An efficient finite-discrete element method for quasi-static nonlinear soil-structure interaction problems

5. Face stability analysis of shallow circular tunnels driven by a pressurized shield in purely cohesive soils under undrained conditions

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