Extensions of discontinuous deformation analysis for jointed rock masses
暂无分享,去创建一个
Bernard Amadei | Joseph Jung | Jerry Dwyer | Chihsen T. Lin | B. Amadei | J. Dwyer | Joseph Jung | Chih Lin
[1] Lanru Jing,et al. Numerical modelling of jointed rock masses by distinct element method for two- and three-dimensional problems , 1990 .
[2] T. Zimmermann,et al. Three-dimensional Dynamic Calculation of Rockfalls , 1987 .
[3] M. Ronald Yeung,et al. Application of the Discontinuous Deformation Analysis to the Evaluation of Rock Reinforcement for Tunnel Stabilization , 1994 .
[4] Roger D. Hart,et al. Development of Generalized 2-D and 3-D Distinct Element Programs for Modeling Jointed Rock , 1985 .
[5] N. Barton,et al. FUNDAMENTALS OF ROCK JOINT DEFORMATION , 1983 .
[6] B. N. Whittaker,et al. Rock Fracture Mechanics: Principles, Design and Applications , 1992 .
[7] J. C. Simo,et al. A perturbed Lagrangian formulation for the finite element solution of contact problems , 1985 .
[8] O. C. Zienkiewicz,et al. Iterative solution of mixed problems and the stress recovery procedures , 1985 .
[9] S. L. Crouch,et al. Boundary element methods in solid mechanics , 1983 .
[10] Carlos A. Felippa,et al. Iterative procedures for improving penalty function solutions of algebraic systems , 1978 .
[11] S. Timoshenko,et al. Theory of elasticity , 1975 .
[12] Shailendra K. Sharan,et al. Elasto-plastic finite element analysis of underground openings using elastic supports , 1993 .
[13] G. Shi,et al. Discontinuous Deformation Analysis , 1984 .
[14] D. Peila,et al. Block falls on rock slopes. Application of a numerical simulation program to some real cases , 1990 .
[15] Chung-In Lee,et al. A new discrete rockbolt element for finite element analysis , 1993 .
[16] R. M. Spang. Protection Against Rockfall - Stepchild In The Design Of Rock Slopes , 1987 .
[17] C. Felippa. Penalty‐function iterative procedures for mixed finite element formulations , 1986 .
[18] Bernard Amadei,et al. Effect of boundary conditions on the strength and deformability of replicas of natural fractures in welded tuff: Data analysis , 1994 .
[19] K. G. Sharma,et al. Some aspects of coupled FEBEM analysis of underground openings , 1985 .
[20] Michael E. Plesha,et al. An investigation of the mechanics of rock joints—Part I. Laboratory investigation , 1993 .
[21] Richard E. Goodman,et al. Generalization of two‐dimensional discontinuous deformation analysis for forward modelling , 1989 .
[22] K. G. Sharma,et al. Elasto-plastic analysis of an underground opening by FEM and coupled FEBEM , 1987 .
[23] Gernot Beer,et al. Rheological analysis of tunnel excavations by means of coupled finite element (FEM)–boundary element (BEM) analysis , 1987 .
[24] B.H.G. Brady,et al. Hybrid distinct element-boundary element analysis of jointed rock , 1986 .
[25] K. J. Chang,et al. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr.: Reply to the Discussion by W. G. Pariseau of the paper by K. J. Chang and T.-W. Yang, “A constitutive model for the mechanical properties of rock”. 19, 123–134 (1982) , 1983 .
[26] John P. Carter,et al. Elastoplastic analysis of jointed rocks using a coupled finite element and boundary element method , 1994 .
[27] P. Cundall. A computer model for simulating progressive, large-scale movements in blocky rock systems , 1971 .
[28] R. E. Goodman,et al. Discontinuous Deformation Analysis and 'The Artificial Joint Concept' , 1994 .
[29] M. Cai,et al. A constitutive model of highly jointed rock masses , 1992 .
[30] Hideyuki Horii,et al. A constitutive model and FEM analysis of jointed rock masses , 1993 .
[31] R. Cook,et al. Concepts and Applications of Finite Element Analysis , 1974 .
[32] Chandrakant S. Desai,et al. Numerical Methods in Geotechnical Engineering , 1979 .
[33] H. Horii,et al. Constitutive Modeling of Rock Masses Containing Fracturing Joints and Analysis of Large-Scale Excavation , 1994 .