Micro-mechanical analysis of tunnel face grouting reinforcement combined with critical potential failure model-Reference-Cited by-同舟云学术

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Micro-mechanical analysis of tunnel face grouting reinforcement combined with critical potential failure model

Published:2024-07 Issue: Volume:171 Page:106310
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Chen Fan^ORCID,Liu Xiaohui,Xiong Hao^ORCID,Yin Zhen-Yu,Chen Xiangsheng^ORCID

Publisher

Elsevier BV

Reference70 articles.

1. Face stability conditions with Earth-pressure-balanced shields;Anagnostou;Tunn. Undergr. Space Technol.,1996

2. A case study on TBM tunnelling in fault zones and lessons learned from ground improvement;Bayati;Tunn. Undergr. Space Technol.,2017

3. Strength and filtration stability of cement grouts at room and true tunnelling temperatures;Bohloli;Tunn. Undergr. Space Technol.,2018

4. Micromechanical investigation of grouting in soils;Boschi;Int. J. Solids Struct.,2020

5. Face stability and reinforcement of the tunnel in weak surrounding rock;Chen;Geotech. Geol. Eng.,2020

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