Triaxial strength behaviour of rockmass satisfying Modified Mohr-Coulomb and Generalized Hoek-Brown criteria

Author:

Rukhaiyar Saurav,Samadhiya Narendra Kumar

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Energy Engineering and Power Technology,Geotechnical Engineering and Engineering Geology

Reference59 articles.

1. Ladanyi B. Use of the long-term strength concept in the determination of ground pressure of tunnel lining. In: Proceedings of third congress of international society for rock mechanics on advances in rock mechanics. Washington (DC): National Academy of Sciences; 1974. p. 1150–6.

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

3. An empirical failure criterion for rocks and jointed rock masses;Sheorey;Eng Geol,1989

4. Modified Mohr-Coulomb criterion for non-linear triaxial and polyaxial strength of jointed rocks;Singh;Int J Rock Mech Min Sci,2012

5. Hoek E, Carranza-Torres C, Corkum B. Hoek-Brown failure criterion-2002 edition. In: Proceedings of NARMS-Tac 2002; Toronto: University of Toronto; 2002. p. 267–73.

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