Theoretical and numerical analysis of the failure mechanism and jacking force during vertical tunneling using a CEL approach-Reference-Cited by-同舟云学术

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Theoretical and numerical analysis of the failure mechanism and jacking force during vertical tunneling using a CEL approach

Published:2024-06 Issue: Volume:148 Page:105765
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wang Xiao^ORCID,Wei Xinjiang,Wei Gang,Zhu Chengwei,Jin Tao,Yan Zihai

Funder

National Natural Science Foundation of China

Natural Science Foundation of Zhejiang Province

Publisher

Elsevier BV

Reference31 articles.

1. Numerical modelling of tunnel face stability in homogeneous and layered soft ground;Alagha Ahmed;Tunn. Undergr. Space Technol.,2019

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;Tunn. Undergr. Space Technol.,1996

4. Face stability calculation for a slurry shield in heterogeneous soft soils;Broere;Tunnels Metropolises,1998

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

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