Wedge stability in the roof of a circular tunnel: Plane strain condition-Reference-Cited by-同舟云学术

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Wedge stability in the roof of a circular tunnel: Plane strain condition

Published:1986-04 Issue:2 Volume:23 Page:177-181
ISSN:0148-9062
Container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts

Author:

Elsworth D.

Publisher

Elsevier BV

Subject

General Engineering

Reference4 articles.

1. Bray J. W. Personal communication (1979).

2. Rock wedge stability;Crawford,1982

3. Influence of the in-situ field and joint stiffness on rock wedge stability in underground openings;Crawford;Can. Geotech. J.,1983

4. Calculation of support for hard, jointed rock using the keyblock principle;Goodman,1982

Cited by 13 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A hybrid predictive model of unstable rock blocks around a tunnel based on estimated volumetric fracture intensity and circular variance from borehole data sets;Tunnelling and Underground Space Technology;2021-05

2. Improvement of analytical factor of safety estimation of falling failure mode in roof wedge stability;International Journal of Rock Mechanics and Mining Sciences;2018-03

3. Stability of a Rock Block in a Tunnel Roof Under Constant Normal Stiffness Conditions;Rock Mechanics and Rock Engineering;2015-05-20

4. Wedge Stability in the Roof of a Non-Circular Tunnel;Forensic Engineering 2012;2012-11-13

5. A new analytical solution based on joint relaxation for analyzing symmetrical block stability;International Journal for Numerical and Analytical Methods in Geomechanics;2011-11-20

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