Investigation on deformation behavior and failure mechanism of a segmental ring in shield tunnels based on elaborate numerical simulation-Reference-Cited by-同舟云学术

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Investigation on deformation behavior and failure mechanism of a segmental ring in shield tunnels based on elaborate numerical simulation

Published:2020-11 Issue: Volume:117 Page:104960
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Chen Ren-Peng,Chen Shuan,Wu Huai-Na,Liu Yuan,Meng Fan-Yan

Funder

Innovative Hunan Province Special Funds, China

National Nature Science Foundation of China

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference55 articles.

1. Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded steel plates;Liu;Struct. Infrastruct. Eng.,2017

2. Dewatering-Induced Building Settlement around a Deep Excavation in Soft Deposit in Tianjin, China;Wu;J. Geotech. Geoenviron. Eng.,2019

3. An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils;Chen;Acta Geotech.,2014

4. Real-time analysis and regulation of EPB shield steering using Random Forest;Zhang;Autom. Constr.,2019

5. An analytical model to predict the limit support pressure on a deep shield tunnel face;Chen;Comput. Geotech.,2019

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