Large-deformation finite-element modelling of face instability during tunnelling in clayey soils: Incorporating dynamic excavation process-Reference-Cited by-同舟云学术

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Large-deformation finite-element modelling of face instability during tunnelling in clayey soils: Incorporating dynamic excavation process

Published:2024-11 Issue: Volume:153 Page:106038
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Chen Xuejian,Hu Yao,Yao Kai,Leal Sousa Rita

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference59 articles.

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

2. Stability of a shallow circular tunnel in cohesionless soil;Atkinson;Geotechnique,1977

3. Computational methods in Lagrangian and Eulerian hydrocodes;Benson;Comput. Methods Appl. Mech. Eng.,1992

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. TBM soft ground interaction: Experimental study on a 1 g reduced-scale EPBS model;Berthoz;Tunn. Undergr. Space Technol.,2018

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