A strength criterion based on critical state mechanics for intact rocks

Rock Mechanics and Rock Engineering

Volumn 38, Issue 3, 2005, Pages 243-248

  Singh, M ^a   Singh, B ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

Author keywords

Critical state; Intact rocks; Strength criterion

Indexed keywords

BOUNDARY CONDITIONS; DATA REDUCTION; GEOTECHNICAL ENGINEERING; PRESSURE EFFECTS; ROCKS; STRENGTH OF MATERIALS; STRESS ANALYSIS;

CRITICAL STATE; INTACT ROCKS; STRENGTH CRITERION; STRENGTH SURFACE;

ROCK MECHANICS;

TRIAXIAL TEST;

EID: 21144445460     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00603-004-0042-3     Document Type: Article

References (4)

1. Barton, N. (1976): The shear strength of rock and rock joints. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 13, 255-279.
2. Franklin, J. A. (1971): Triaxial strength of rock materials. Rock Mech. 3, 86-98.
3. Hoek, E. (1983): Strength of jointed rock masses. Geotechnique 33(3), 187-223.
4. Sheorey, P. R. (1997): Empirical rock failure criteria. Balkema, Rotterdam.