A probabilistic method to analyze collapse failure of shallow rectangular tunnels-Reference-Cited by-同舟云学术

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A probabilistic method to analyze collapse failure of shallow rectangular tunnels

Published:2018-12 Issue: Volume:82 Page:9-19
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhou Xiao-Ping,Huang Xiao-Cheng,Liu Peng-Fei,Li Teng-Fei

Funder

National Natural Science Foundation of China

Open Research Fund Program of Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring

Hunan University of Science and Technology

project 973

Natural Science Foundation Project of CQ CSTC

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference38 articles.

1. Prediction of geological hazardous zones in front of a tunnel face using TSP-203 and artificial neural networks;Alimoradi;Tunn. Undergr. Sp. Technol.,2008

2. Stability of an undrained plane strain heading revisited;Augarde;Comput. Geotech.,2003

3. Predicted and measured performance of the 62m span Norwegian olympic ice hockey Cavern at Gjϕvik;Barton;Int. J. Rock Mech. Min. Sci. Geomech. Abstr.,1994

4. Some new Q-value correlations to assist in site characterization and tunnel design;Barton;Int. J. Rock Mech. Min. Sci.,2002

5. Determining rock mass deformability;Bieniawski;Int. J. Rock Mech. Min. Sci.,1978

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