A new analytical solution based on joint relaxation for analyzing symmetrical block stability-Reference-Cited by-同舟云学术

A new analytical solution based on joint relaxation for analyzing symmetrical block stability

Published:2011-11-20 Issue:8 Volume:37 Page:771-786
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Bagheri M.¹,Stille H.¹

Affiliation:

1. Division of Soil and Rock Mechanics, Department of Civil and Architectural Engineering; Royal Institute of Technology; Brinellv. 23 100 44 Stockholm Sweden

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/nag.1119/fullpdf

Reference25 articles.

1. Design consideration of large caverns by using advanced drilling equipment;Nord;Felsbau,2007

2. Influence of in-situ stress field and joint stiffness on rock wedge stability in underground openings;Crawford;Canadian Geotechnical Journal,1983

3. Goodman RE Shi GH Boyle W Calculation of support for hard, jointed rock using the keyblock principle Proceedings of 23rd U.S. Symposium on Rock Mechanics 1982 883 898

4. Stability of rock wedges in tunnel roofs;Sofianos;International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1986

Cited by 2 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. Relaxation analysis of the minimum fixed area of roof symmetric fixed block;ROCK SOIL MECH;2022

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