Numerical investigation and prediction of the excavation face stability for river-crossing shield tunneling: An intelligent prediction model for limit support pressure-Reference-Cited by-同舟云学术

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Numerical investigation and prediction of the excavation face stability for river-crossing shield tunneling: An intelligent prediction model for limit support pressure

Published:2023-08 Issue: Volume:160 Page:105493
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Li Xin,Xue Yiguo,Li Zhiqiang,Kong Fanmeng,Li Guangkun,Zhou Binghua

Funder

Natural Science Foundation of Shandong Province

Foundation for Innovative Research Groups of the National Natural Science Foundation of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference54 articles.

1. Finite element method and limit analysis theory for soil mechanics problems;Bottero;Comput Method Appl M,1980

2. Seismic displacements in slopes by limit analysis;Chang;J. Geotech. Eng.,1984

3. An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils;Chen;Acta Geotech.,2015

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

5. Investigation on deformation behavior and failure mechanism of a segmental ring in shield tunnels based on elaborate numerical simulation;Chen;Eng. Failure Analy.,2020

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