Laboratory experimental study of the forming and failure mechanisms of soil arching during EPBS tunnelling in sand
Author:
Funder
National Key Research and Development Program of China
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference36 articles.
1. Failure mechanisms of ground collapse caused by shield tunnelling in water-rich composite sandy stratum: a case study;Peng;Eng. Fail. Anal.,2023
2. Experimental investigation of face instability for tunnels in sandy cobble strata;Di;Undergr. Space.,2023
3. Experimental study on stress distribution characteristics of a shield tunnel under passive failure;Di;Eng. Fail. Anal.,2023
4. Face failure in homogeneous and stratified soft ground: Theoretical and experimental approaches on 1g EPBS reduced scale model;Berthoz;Tunn. Undergr. Space Technol.,2012
5. Influence of cutterhead opening ratio on soil arching effect and face stability during tunnelling through non-uniform soils;Chen;Undergr. Space.,2024
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