Analytical investigation on the arching effect of tunnel face in sandy ground-Reference-Cited by-同舟云学术

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Analytical investigation on the arching effect of tunnel face in sandy ground

Published:2022-01 Issue: Volume:119 Page:104207
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wu Jun,Liao Shao-Ming,Liu Meng-Bo,He Jun-Zuo

Funder

Shanghai Science and Technology Development Foundation

National Natural Science Foundation of China

Shandong Province Natural Science Foundation

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference56 articles.

1. Analysis of tunneling-induced ground movements using transparent soil models;Ahmed;J. Geotech. Geoenviron. Eng., ASCE,2011

2. The face stability of slurry-shield-driven tunnels;Anagnostou;Tunn. Undergr. Space Technol.,1994

3. Face stability conditions with earth pressure balanced shields;Anagnostou;Tunnel. Undergr. Space Technol.,1996

4. Comments on “Face stability and required support pressure for TBM driven tunnels with ideal face membrane–Drained case” by S. Han Kim and F. Tonon;Anagnostou;Tunn. Undergr. Space Technol.,2011

5. Evaluation of tunnel face stability by transparent soil models;Ahmed;Tunn. Undergr. Space Technol.,2012

Cited by 9 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. Numerical and analytical studies on the coupling effects of unloading and cutterhead vibration on tunnel face in dry sandy ground;Underground Space;2024-10

2. Model test on the effects of shield machine cutterhead vibration on tunnel face stability in sandy ground;Underground Space;2024-08

3. Investigation of the Stress and Strain Distribution in the Surrounding Soil of a Tunnel Induced by the Double-Heading at Bottom Method;International Journal of Civil Engineering;2024-04-06

4. Reinforcement learning-based optimizer to improve the steering of shield tunneling machine;Acta Geotechnica;2023-12-10

5. Stability of tunnel face in unsaturated sand possessing apparent cohesion: A micro-macro analytical approach;Soils and Foundations;2023-12

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