A Modified Wedge-Prism Model for Calculating the Limit Support Pressure of a Shallow Shield Tunnel Face in Unsaturated Sandy Soil-Reference-Cited by-同舟云学术

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A Modified Wedge-Prism Model for Calculating the Limit Support Pressure of a Shallow Shield Tunnel Face in Unsaturated Sandy Soil

Published:2024-10 Issue:10 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Yun¹,Yang Zhongfang²,Chen Zhanglong³,Ling Daosheng⁴

Affiliation:

1. Lecturer, College of Civil Engineering and Architecture, Henan Univ. of Technology, Number 32 Building, Lianhua Rd., Zhengzhou 450001, China.

2. M.D. Student, College of Civil Engineering and Architecture, Henan Univ. of Technology, Number 32 Building, Lianhua Rd., Zhengzhou 450001, China.

3. State Key Laboratory of Hydroscience and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Number 1 Tshinghua Campus, Beijing 100084, China.

4. Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang Univ., Anzhong Building, 866 Yuhangtang Rd., Hangzhou 310058, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-10131

Reference64 articles.

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

2. Study of the unexpected collapse of the Ampurdán tunnel (Spain) using a finite elements model

3. Compacted soil behaviour: initial state, structure and constitutive modelling

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

5. Failure Mechanisms of Shallow Tunnel in Sandy Ground

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