Deformability characteristics of a rock mass under true-triaxial stress compression
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[1] V. K. Mehrotra,et al. Effect of intermediate principal stress on strength of anisotropic rock mass , 1998 .
[2] N. Janbu. Soil Compressibility as Determined by Oedometer and Triaxial Tests , 1963 .
[3] A Method for Graphically Presenting the Deformation Modulus of Jointed Rock Masses , 2001 .
[4] R. Goodman. Introduction to Rock Mechanics , 1980 .
[5] Bezalel C. Haimson,et al. A new true triaxial cell for testing mechanical properties of rock, and its use to determine rock strength and deformability of Westerly granite , 2000 .
[6] T. Ramamurthy,et al. Strength predictions for jointed rocks in confined and unconfined states , 1994 .
[7] Mahendra Singh,et al. Strength and Deformational Behaviour of a Jointed Rock Mass , 2002 .
[8] Ching S. Chang,et al. Elastic moduli for fractured rock mass , 1995 .
[9] Z. Bieniawski. Determining rock mass deformability: experience from case histories , 1978 .
[10] R. P Tiwari,et al. Physical modeling of a rock mass under a true triaxial stress state , 2004 .
[11] F. Heuźe,et al. Scale effects in the determination of rock mass strength and deformability , 1980 .