Applicability of a constitutive model to jointed block mass

Rock Mechanics and Rock Engineering

Volumn 33, Issue 2, 2000, Pages 141-147

  Singh, Manhendra ^a  

^a MOTILAL NEHRU NATIONAL INSTITUTE OF TECHNOLOGY   (India)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; FAILURE ANALYSIS; MATHEMATICAL MODELS; STIFFNESS; STRAIN; STRESS ANALYSIS;

SHEAR STIFFNESS; TANGENT MODULUS;

ROCK MECHANICS;

EID: 0033726966     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s006030050039     Document Type: Article

References (4)

1. Deere, D. U., Miller, R. P. (1966): Engineering classification and index properties for intact rock. Technical Report No. AFNL-TR-65-116. Air Force Weapons Laboratory, New Mexico.
2. Huang, T. H., Chang, C. S., Yang, Z. Y. (1995): Elastic moduli for fractured rock mass. Rock Mech. Rock Engng. 28(3), 135-144.
3. Singh, M., Rao, K. S., Ramamurthy, T. (1997): Prediction of strength of jointed rock mass based on failure mode. Proc. IGC, Vadodara, 139-142.
4. Singh, M. (1997): Engineering behaviour of jointed model materials. PhD thesis, IIT Delhi, India.