FLAC3D Modeling • Problem Solving with FLAC3D

References

Barton, N. “The Shear Strength of Rock and Rock Joints,” Int. J. Rock Mech. Min. Sci. & Geotech. Abstr., 13, 255-279 (1976).

Batugin, S. A., and R. K. Nirenburg. “Approximate Relation between the Elastic Constants of Anisotropic Rocks and the Anisotropy Parameters,” Soviet Mining Science, 8(1), 5-9 (1972).

Bieniawski, Z. T. “Determining Rock Mass Deformability: Experience from Case Histories,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 15, 237-247 (1978).

Brady, B. H. G., and E. T. Brown. Rock Mechanics for Underground Mining. London: George Allen & Unwin. (1985).

Cundall, P. A. “Distinct Element Models of Rock and Soil Structure,” in Analytical and Computational Methods in Engineering Rock Mechanics, Ch. 4, pp. 129-163. E. T. Brown, ed. London: Allen & Unwin. (1987).

Cundall, P. A. “Numerical Experiments on Localization in Frictional Material,” Ingenieur-Archiv, 59, 148-159 (1989).

Cundall, P. A. “Numerical Modelling of Jointed and Faulted Rock,” in Mechanics of Jointed and Faulted Rock, pp. 11-18. Rotterdam: A. A. Balkema(1990).

Cundall, P. A.”Shear Band Initiation and Evolution in Frictional Materials,” in Mechanics Computing in 1990s and Beyond (Proceedings of the Conference, Columbus, Ohio, May 1991), Vol. 2: Structural and Material Mechanics, pp. 1279-1289. New York: ASME (1991).

Das, B. M. Principles of Geotechnical Engineering, 3rd Ed. Boston: PWS Publishing Company (1994).

Dawson, E. M., and W. H. Roth. “Slope Stability Analysis with FLAC,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLAC Symposium on Numerical Modeling in Geomechanics, Minneapolis, Minnesota, September 1999), pp. 3-9. Rotterdam: A.A. Balkema (1999).

Dawson, E. M., W. H. Roth and A. Drescher. “Slope Stability Analysis with Finite Element and Finite Difference Methods,” Géotechnique 49(6), 835-840 (1999).

Fossum, A. F. “Technical Note: Effective Elastic Properties for a Randomly Jointed Rock Mass,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 22(6), 467-470 (1985).

Gerrard, C. M. “Elastic Models of Rock Masses Having One, Two and Three Sets of Joints,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 19, 15-23 (1982a).

Gerrard, C. M. “Equivalent Elastic Moduli of a Rock Mass Consisting of Orthorhombic Layers,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 19, 9-14 (1982a).

Gleick, J. Chaos: Making a New Science. New York: Penguin Books (1987).

Goodman, R. E. Introduction to Rock Mechanics. New York: John Wiley and Sons (1980).

Hoek, E. “Estimating Mohr-Coulomb Friction and Cohesion Values from the Hoek-Brown Failure Criterion,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 27(3), 227-229 (1990).

Hoek, E., and E. T. Brown. “The Hoek-Brown Failure Criterion — a 1988 Update,” in Rock Engineering for Underground Excavation (Proceedings of 15th Canadian Rock Mechanics Symposium, Toronto, October 1988), pp. 31-38. Toronto: University of Toronto (1988).

Hoek, E., and E. T. Brown. “Practical Estimates of Rock Mass Strength,” Int. J. Rock Mech. Min. Sci., 34(8), 1165-1186 (1997).

Hoek, E., and E. T. Brown. Underground Excavations in Rock. London: IMM (1980).

Jaeger, J. C., and N. G. W. Cook. Fundamentals of Rock Mechanics, 2nd Ed. London: Chapman and Hall (1969).

Kulhawy, F. H. “Stress Deformation Properties of Rock and Rock Discontinuities,” Eng. Geol., 9, 327-350 (1975).

Ortiz, J. M. R., J. Serra and C. Oteo. Curso Aplicado de Cimentaciones, 3rd Ed. Madrid: Colegio Oficial de Arquitectos de Madrid (1986).

Rudnicki, J. W., and J. R. Rice. “Conditions for the Localization of the Deformation in Pressure-Sensitive Dilatant Materials,” J. Mech. Phys. Solids, 23, 371-394 (1975).

Serafim, J. L., and J. P. Pereira. “Considerations of the Geomechanical Classification of Bieniawski,” in Proceedings of the International Symposium on Engineering Geology and Underground Construction (Lisbon, 1983), Vol. 1, pp. II.33-42. Lisbon: SPG/LNEC (1983).

Singh, B. “Continuum Characterization of Jointed Rock Masses: Part I — The Constitutive Equations,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 10, 311-335 (1973).

Starfield, A. M., and P. A. Cundall. “Towards a Methodology for Rock Mechanics Modelling,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 25(3), 99-106 (1988).

Thompson, J. M. T., and H. B. Stewart. Nonlinear Dynamics and Chaos. New York: John Wiley & Sons (1986).

Vardoulakis, I. “Shear Band Inclination and Shear Modulus of Sand in Biaxial Tests,” Int. J. Numer. Anal. Meth. in Geomech., 4, 103-119 (1980).

Vermeer, P. A., and R. de Borst. “Non-Associated Plasticity for Soils, Concrete and Rock,” Heron, 29(3), 1-64 (1984).

Wood, D. M. Soil Behaviour and Critical State Soil Mechanics. Cambridge: Cambridge University Press (1990).