Development of an elasto-plastic constitutive model for intact rocks
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[1] W. Zisman. Young's Modulus and Poisson's Ratio with Reference to Geophysical Applications. , 1933, Proceedings of the National Academy of Sciences of the United States of America.
[2] D. C. Drucker,et al. A DEFINITION OF STABLE INELASTIC MATERIAL , 1957 .
[3] C. Scholz,et al. Dilatancy in the fracture of crystalline rocks , 1966 .
[4] Z. T. Bieniawski,et al. Mechanism of brittle fracture of rockPart Itheory of the fracture process , 1967 .
[5] W. R. Wawersik,et al. A study of brittle rock fracture in laboratory compression experiments , 1970 .
[6] W. R. Wawersik,et al. Post-failure behavior of a granite and diabase , 1971 .
[7] E. Z. Lajtai,et al. The evolution of brittle fracture in rocks , 1974, Journal of the Geological Society.
[8] M. Paterson. Experimental Rock Deformation: The Brittle Field , 1978 .
[9] Zenon Mróz,et al. A continuum model for plastic-brittle behaviour of rock and concrete , 1979 .
[10] I. W. Farmer,et al. The Hvorslev surface in rock deformation , 1981 .
[11] N. Barton,et al. Effects Of Block Size On The Shear Behavior Of Jointed Rock , 1982 .
[12] Ian W. Farmer,et al. Engineering Behaviour of Rocks , 1983 .
[13] R. Borst,et al. Non-Associated Plasticity for Soils, Concrete and Rock , 1984 .
[14] E. T. Brown,et al. Rock Mechanics: For Underground Mining , 1985 .
[15] I. Lee,et al. Computer controlled volumetric strain measurements in metadolerite , 1985 .
[16] Emmanuel M Detournay,et al. Elastoplastic model of a deep tunnel for a rock with variable dilatancy , 1986 .
[17] J. C. Simo,et al. Strain- and stress-based continuum damage models—I. Formulation , 1987 .
[18] H. Schreyer,et al. An anisotropic damage model with dilatation for concrete , 1988 .
[19] Richard B. Nelson,et al. INSTABILITY OF GRANULAR MATERIALS WITH NONASSOCIATED FLOW , 1988 .
[20] F. J. Santarelli,et al. Influence of stress-dependent elastic moduli on stresses and strains around axisymmetric boreholes , 1989 .
[21] J. Chaboche,et al. Mechanics of Solid Materials , 1990 .
[22] C. Martin,et al. The strength of massive Lac du Bonnet granite around underground openings , 1993 .
[23] N. A. Chandler,et al. The progressive fracture of Lac du Bonnet granite , 1994 .
[24] Terrence Paul Medhurst. Estimation of the in situ strength and deformability of coal for engineering design , 1996 .
[25] C. Martin,et al. Seventeenth Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strength , 1997 .
[26] B. Stimpson,et al. Identifying crack initiation and propagation thresholds in brittle rock , 1998 .
[27] V. Hajiabdolmajid,et al. Modelling brittle failure of rock , 2002 .
[28] F. Pellet,et al. Mechanical damage of an anisotropic porous rock in cyclic triaxial tests , 2002 .
[29] Robert J. Cuss,et al. The application of critical state soil mechanics to the mechanical behaviour of porous sandstones , 2003 .
[30] J. Harrison,et al. An empirical dilatancy index for the dilatant deformation of rock , 2004 .
[31] Ming Cai,et al. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations , 2004 .
[32] E. Alonso,et al. Considerations of the dilatancy angle in rocks and rock masses , 2005 .
[33] Xia-Ting Feng,et al. Modeling of anisotropic damage and creep deformation in brittle rocks , 2006 .
[34] Rui Faria,et al. An energy release rate-based plastic-damage model for concrete , 2006 .
[35] V. Palchik,et al. Application of Mohr–Coulomb failure theory to very porous sandy shales , 2006 .
[36] Jian-Fu Shao,et al. A coupled elastoplastic damage model for semi-brittle materials and extension to unsaturated conditions , 2006 .
[37] C. Martin,et al. A clumped particle model for rock , 2007 .
[38] Yoshiaki Okui,et al. Numerical simulation of the excavation damaged zone around an opening in brittle rock , 2007 .
[39] Ming Cai,et al. A mobilized dilation angle model for rocks , 2010 .
[40] Ali Mortazavi,et al. A damage-based numerical analysis of brittle rocks failure mechanism , 2011 .
[41] Leandro R. Alejano,et al. Dilation in granite during servo-controlled triaxial strength tests , 2013 .