Face stability of shield tunnels considering a kinematically admissible velocity field of soil arching

Existing mechanism of simulating soil movement at tunnel face is generally based on the translational or rotational velocity field, which is, to some extent, different from the real soil movement in the arching zone. Numerical simulations are carried out first to investigate the characteristics of t...

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Bibliographic Details
Main Authors: Wei Li, Chengping Zhang, Dingli Zhang, Zijian Ye, Zhibiao Tan
Format: Article
Language:English
Published: Elsevier 2022-04-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775521001797

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