Effect of transverse anisotropy on the Hoek–Brown strength parameter ‘mi’ for intact rocks-Reference-Cited by-同舟云学术

Effect of transverse anisotropy on the Hoek–Brown strength parameter ‘mi’ for intact rocks

Published:2004-09 Issue:6 Volume:41 Page:1045-1052
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:

Colak K,Unlu T

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference22 articles.

1. Underground excavations in rock;Hoek,1980

2. Empirical strength criterion for rock masses;Hoek;ASCE J Geotech Eng Div,1980

3. Hoek E, Carranza-Torres, CT, Corkum B. Hoek–Brown failure criterion-2002 edition. Proceedings ARMS-TAC Joint Conference, Toronto; 2002; http://www.rocscience.com.

4. Strength of jointed rock masses;Hoek;Géotechnique,1983

5. Simplex reflection analysis of laboratory rock strength data to obtain Hoek–Brown parameters;Shah;Can Geotech J,1992

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