Regression model for predicting tunnel strain in strain-softening rock mass for underground openings-Reference-Cited by-同舟云学术

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Regression model for predicting tunnel strain in strain-softening rock mass for underground openings

Published:2019-07 Issue: Volume:119 Page:81-97
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Cui Lan,Sheng Qian,Zheng Jun-jie,Cui Zhen,Wang An,Shen Qiang

Funder

Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

National Program on Key Basic Research Project (973 Program) of China

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference49 articles.

1. Ground response curves for rock masses exhibiting strain-softening behaviour;Alonso;Int J Numer Anal Methods Geomech,2003

2. Ground response curves for rock tunnels;Brown;J. Eng. Mech. ASCE,1983

3. Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion;Carranze-Torres;Tunn Undergr Space Technol,2000

4. Ground reaction analyses in conventional tunnelling excavation;Guan;Tunn Undergr Space Technol,2007

5. A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass;Lee;Tunn Undergr Space Technol,2008

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