Analysis of the Collapse Mechanism and Stabilization Optimization of the Composite Stratum at the Boundary between Prereinforced and Unreinforced Areas near a Shield Launching Area-Reference-Cited by-同舟云学术

Analysis of the Collapse Mechanism and Stabilization Optimization of the Composite Stratum at the Boundary between Prereinforced and Unreinforced Areas near a Shield Launching Area

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ding Wantao¹^ORCID,Huang Xinghang²,Dai Zunyong³,Wang Chengzhen⁴,Wang Zhicheng⁴,Yu Wenduan⁴

Affiliation:

1. Professor, School of Qilu Transportation, Shandong Univ., Jinan 250002, China (corresponding author). ORCID: .

2. Master’s Student, School of Qilu Transportation, Shandong Univ., Jinan 250002, China.

3. Senior Engineer, General Contracting Dept. of Nanjing Metro Line 4 Phase II Project, China Railway Construction, Nanjing, Jiangsu 210000, China.

4. Senior Engineer, China Railway 14th Bureau Group Co., Ltd, Jinan 250101, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8146

Reference34 articles.

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

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

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

5. Stability of clay at vertical openings;Broms B. B.;J. Soil Mech. Found. Div.,1967

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