Influence of empirical parameters m and s on rock mass strength

Yantu Lixue/Rock and Soil Mechanics

Volumn 26, Issue 9, 2005, Pages

  Yu, Yuan Zhong ^a   Song, Jian Bo ^b  

^a SOUTHWEST UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b GUIZHOU UNIVERSITY   (China)

Author keywords

Empirical parameters; Hoek Brown strength criterion rock; Strength

Indexed keywords

FAILURE (MECHANICAL); ROCKS; SHEAR DEFORMATION; STIFFNESS; STRENGTH OF MATERIALS; TENSILE STRENGTH;

EMPIRICAL ROCK PARAMETERS; HOEK-BROWN STRENGTH CRITERION; ROCK MASS STRENGTH; SHEAR FAILURES; TENSILE FAILURES;

ROCK MECHANICS;

EID: 26644464162     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. Rock[M]. Hereford: Austin and Sons Ltd, 1980.
2. Hoek E, Wood D. A modified Hoek-Brown failure criterion for jointed rock masses[J]. Proc. Int. Conf. Eurock'92[C]. England:[s.n.], 1992. 202-214.
3. Hoek E, Brown E T. Strength of jointed rock masses[J]. Geotechnique, 1983, 33(3): 187-223.
4. E. Hock, Brown E T. Underground Excavation in rock (2nd)[M]. Hereford: Austin and Sons Ltd, 1988.