Numerical Modelling of the Heterogeneous Rock Fracture Process Using Various Test Techniques
暂无分享,去创建一个
Hongyuan Liu | Shaoquan Kou | Per-Arne Lindqvist | Chun’an Tang | Chun’an Tang | P. Lindqvist | Hong-yuan Liu | S. Kou
[1] S. E. Swartz,et al. Mixed mode crack propagation and fracture in concrete , 1990 .
[2] S. D. Hallam,et al. The failure of brittle solids containing small cracks under compressive stress states , 1986 .
[3] Ian J. Davies,et al. Empirical correction factor for the best estimate of Weibull modulus obtained using linear least squares analysis , 2001 .
[4] L. C. Schmidt,et al. Rock fracture-toughness determination by the Brazilian test , 1993 .
[5] I. L. Lim,et al. Assessment of mixed-mode fracture toughness testing methods for rock , 1994 .
[6] W. Brown,et al. Plane strain crack toughness testing of high strength metallic materials. , 1966 .
[7] Qiuhua Rao,et al. Pure shear fracture of brittle rock : a theoretical and laboratory study , 1999 .
[8] C. Atkinson,et al. Combined mode fracture via the cracked Brazilian disk test , 1982, International Journal of Fracture.
[9] Anthony R. Ingraffea,et al. Mixed-Mode Fracture Initiation In Indiana Limestone And Westerly Granite , 1981 .
[10] Surendra P. Shah,et al. Observation of mixed mode fracture with center notched disk specimens , 1996 .
[11] R. J. Fowell,et al. Suggested method for determining mode I fracture toughness using Cracked Chevron Notched Brazilian Disc (CCNBD) specimens , 1995 .
[12] Xiangchun Tan. Modelling of drill string buckling and tool indentation in rock drilling and fragmentation , 1996 .
[13] R. A. Schmidt,et al. Fracture-toughness testing of limestone , 1976 .
[14] E. Landis. Micro–macro fracture relationships and acoustic emissions in concrete , 1999 .
[15] Soo-Ho Chang,et al. Measurement of rock fracture toughness under modes I and II and mixed-mode conditions by using disc-type specimens , 2002 .
[16] H. Peterlik,et al. The validity of Weibull estimators-experimental verification , 1997 .
[17] A. Juszczyk,et al. Analysis of strength data using two- and three-parameter Weibull models , 1998 .
[18] Sahel N. Abduljauwad,et al. Effects of confining pressure and temperature on mixed-mode (I–II) fracture toughness of a limestone rock , 2000 .
[19] Chaoshui Xu,et al. The Cracked Chevron Notched Brazilian Disc Test Geometrical Considerations For Practical Rock Fracture Toughness Measurement , 1993 .
[20] S. K. Maiti,et al. Experimental and finite element study on stable crack growth in three point bending , 1993 .
[21] S. Nemat-Nasser,et al. Compression‐induced nonplanar crack extension with application to splitting, exfoliation, and rockburst , 1982 .
[22] G. Papakaliatakis,et al. Trajectories of unstably growing cracks in mixed mode I–II loading of marble beams , 1997 .
[23] L. Mishnaevsky,et al. Damage and fracture of heterogeneous materials : modelling and application to drilling tool improvement , 1998 .
[24] Fujiu Ke,et al. Numerical Simulation of Rock Failure and Earthquake Process on Mesoscopic Scale , 2000 .
[25] Hongyuan Liu,et al. Numerical studies on the failure process and associated microseismicity in rock under triaxial compression , 2004 .
[26] Z. T. Bieniawski,et al. Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: Part 1. Suggested method for determination of the uniaxial compressive strength of rock materials , 1979 .
[27] J. Rice,et al. Slightly curved or kinked cracks , 1980 .
[28] David A. Cendón,et al. Modelling the fracture of concrete under mixed loading , 2000 .
[29] Shaoquan Kou,et al. Numerical simulation of the fracture process in cutting heterogeneous brittle material , 2002 .
[30] J. P. Harrison,et al. Application of a local degradation model to the analysis of brittle fracture of laboratory scale rock specimens under triaxial conditions , 2002 .
[31] J. L. Wang,et al. Experimental study of fracture processes in rock , 1992 .
[32] Finn Ouchterlony,et al. Suggested methods for determining the fracture toughness of rock , 1988 .
[33] C. Tang,et al. Numerical simulation of progressive rock failure and associated seismicity , 1997 .
[34] Arun Shukla,et al. Static and dynamic behavior of concrete and granite in tension with damage , 2001 .
[35] S. Kou,et al. Some Basic Problems in Rock Breakage by Blasting and by Indentation , 1995 .
[36] S. C. Blair,et al. Analysis of compressive fracture in rock using statistical techniques , 1994 .
[37] Christopher C. Barton. VARIABLES IN FRACTURE ENERGY AND TOUGHNESS TESTING OF ROCK , 1982 .
[38] S. C. Blair,et al. Analysis of compressive fracture in rock using statistical techniques: Part I. A non-linear rule-based model , 1998 .
[39] Erik Schlangen,et al. Experimental and numerical analysis of micromechanisms of fracture of cement-based composites , 1992 .
[40] K. T. Chau,et al. Microcracking and grain size effect in Yuen Long marbles , 1996 .
[41] B. N. Whittaker,et al. Rock Fracture Mechanics: Principles, Design and Applications , 1992 .
[42] Leslie George Tham,et al. Numerical studies of the influence of microstructure on rock failure in uniaxial compression — Part I: effect of heterogeneity , 2000 .
[43] Wang Sijing,et al. AN EXPERIMENTAL INVESTIGATION CONCERNING THE COMPREHENSIVE FRACTURE TOUGHNESS OF SOME BRITTLE ROCKS , 1985 .
[44] K. Otsuka,et al. Fracture process zone in concrete tension specimen , 2000 .
[45] Paul Tapponnier,et al. Development of stress-induced microcracks in Westerly Granite , 1976 .
[46] S. Timoshenko,et al. Theory of elasticity , 1975 .
[47] Ian J. Davies,et al. Best estimate of Weibull modulus obtained using linear least squares analysis: An improved empirical correction factor , 2004 .
[48] Ernian Pan,et al. Fracture Mechanics Analysis of Cracked Discs of Anisotropic Rock Using the Boundary Element Method , 1998 .
[49] Hongyuan Liu,et al. Characterization of rock heterogeneity and numerical verification , 2004 .