References
- Alejano, L. R., Gonzalez, J. and Muralha, J., 2012, Comparison of different techniques of tilt testing and basic friction angle variability assessment, Rock Mech. Rock Eng., 45(6), 1023-1035. https://doi.org/10.1007/s00603-012-0265-7
- Barton, N., 1973, Review of a new shear strength criterion for rock joints, Eng. Geol., 7, 287-332. https://doi.org/10.1016/0013-7952(73)90013-6
- Barton N., 1976, The shear strength of rock and rock joints, Int. J. Rock Mech. Min. Sci. & Geomech. Abs., 13, 255-279. https://doi.org/10.1016/0148-9062(76)90003-6
- Barton, N. and Choubey, V., 1977, The shear strength of rock joints in theory and practice, Rock Mech., 10(1-2), 1-54. https://doi.org/10.1007/BF01261801
- Belem, T., Homana-Etienne, F. and Souley, M., 2000, Quantitative parameters for rock joint surface roughness, Rock Mech. Rock Eng., 33(4), 217-242. https://doi.org/10.1007/s006030070001
- Brace, W. F. and Byerlee, J. D., 1966, Stick-slip as a mechanism for earthquakes, Sci., 153, 990-992. https://doi.org/10.1126/science.153.3739.990
- Bridgman, P. W., 1936, Shearing phenomena at high pressure of possible importance to geology, J. Geol., 44, 653-669. https://doi.org/10.1086/624468
- Bruce, I. G., Cruden, D. M. and Eaton, T. M., 1989, Use of a tilting table to determine the basic friction angle of hard rock samples. Can. Geotech. J., 26, 474-479. https://doi.org/10.1139/t89-060
- Byerlee, J. D., 1967, Frictional characteristics of granite under high confining pressure, J. Geophy. Res., 72(14), 3639- 3648. https://doi.org/10.1029/JZ072i014p03639
- Coulson, J. H., 1970, The effects of surface roughness on the shear strengths of joints in rock, Ph. D. Thesis, University of Illinois, 239p.
- Coulson, J. H., 1972, Shear strength of flat surfaces in rock, In: Cording, E. J. (Ed.), 13th Symp. Rock Mech., Am. Soc. Civil Eng., Urbana, 77-105.
- Cruden, D. M. and Hu, X. Q., 1988, Basic friction angles of carbonate rocks from Kananaskis county, Canada, Bull. Int. Assoc. Eng. Geol., 38(1), 55-59. https://doi.org/10.1007/BF02590448
- Dehler, W. and Labuz, J. F., 2007, Stress path testing of an anisotropic sandstone, J. Geotech. Geoenvir. Eng., 133(1), 157-164.
- Grasselli, G. and Egger, P., 2003, Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters, Int. J. Rock Mech. Min. Sci., 40(1), 25-40. https://doi.org/10.1016/S1365-1609(02)00101-6
- Grasselli, G., Wirth, J. and Egger, P., 2002, Quantitative threedimensional description of a rough surface and parameter evolution with shearing, Int. J. Rock Mech. Min. Sci., 39(6), 789-800. https://doi.org/10.1016/S1365-1609(02)00070-9
- Goldstein, M., Goosev, B., Pyrogovsky, N., Tulinov, R. and Turovskaya, A., 1966, Investigation of mechanical properties of cracked rock. Proc. of 1st ISRM Congress, Lisbon, 521-524.
- Gonzalez, J., Gonzalez-Pastoriza, N., Castro, U., Alejano, L. R., and Muralha, J., 2014, Considerations on the laboratory estimate of the basic friction angle of rock joints, In: Alejano, R., Perucho, A., Olalla, C. and Jimenez, R. (Eds.), Rock Eng. and Rock Mech. : Structures in and on Rock Masses (EUROCK 2014), ISRM Eu. Reg. Symp., Vigo, 199-204.
- Hoek, E. and Bray, J., 1981, Rock slope engineering, The Institution of Mining and Metallurgy, London, 358p.
- Horn, H. M. and Deere, D. U., 1962, Frictional characteristics of minerals., Geotech., 12, 319-335. https://doi.org/10.1680/geot.1962.12.4.319
- Jaeger, J. C., 1959, The frictional properties of joints in rock, Geofisica pura e applicata, 43(1), 148-158. https://doi.org/10.1007/BF01993552
- Jang, H. S. and Jang, B. A., 2015, New method for shear strength determination of unfilled, unweathered rock joint, Rock Mech. Rock Eng., 48(4), 1515-1534. https://doi.org/10.1007/s00603-014-0660-3
- Jang, B. A., Kim, T. H. and Jang, H. S., 2010, Characterization of the three dimensional roughness of rock joints and proposal of a modified shear strength criterion, J. Eng. Geol., 20(3), 319-327. (in Korean with English abstract)
- Krsmanovic, D. and Langof, Z., 1964, Large scale laboratory tests of the shear strength of rocky material, In Grundfragen auf dem Gebiete der Geomechanik/Principles in the Field of Geomechanics, Springer Berlin Heidelberg, 20-30
- Krsmanovic, D., 1967, Initial and residual shear strength of hard rock, Geotech., 17(2), 145-160. https://doi.org/10.1680/geot.1967.17.2.145
- Kulatilake, P. H. S. W., Shou, G., Huang, T. H. and Morgan, R. M., 1995, New peak shear strength criteria for anisotropic rock joints, Int. J. Rock Mech. Min. Sci. & Geomech. Abs., 32(7), 673-697 https://doi.org/10.1016/0148-9062(95)00022-9
- Ladanyi, B. and Archambault, G., 1969, Simulation of shear behaviour of a jointed rock mass, Proc. 11th U.S. Symp. on Rock Mech., Berkeley, ARMA-69-0105.
- Lane, K. S. and Heck, W. J., 1964, Triaxial testing for strength of rock joints, Proc. 6th U.S. Symp. on Rock Mech., Rolla, ARMA-64-098.
- Lee, S. B. and Chang, C. D., 2015, Laboratory experimental study on fracture shear-activation induced by carbon dioxide injection, J. Geol. Soc., 51(3), 281-288 (in Korean with English abstract)
- Lee, B. H., Lee, S. J. and Choi, S. O., 2014, A study on relationship between basic frictional angle and mineral composition for granite sample, Tunn. & Under. Space, 24(1), 32-45. (in Korean with English abstract) https://doi.org/10.7474/TUS.2014.24.1.032
- Maksimovic, M., 1992, New description of shear strength for rock joints. Rock Mech. Rock Eng., 25(4), 275-284. https://doi.org/10.1007/BF01041808
- Muralha, J., 1995, Probabilistic approach of the mechanical behaviour of rock discontinuities, PhD thesis, Instituto Superior Tecnico, Lisbon (in Portuguese).
- Newland, P. L. and Allely, B. H., 1957, Volume changes in drained triaxial tests on granular materials, Geotech., 7(1), 17-34. https://doi.org/10.1680/geot.1957.7.1.17
- Papaliangas, T. T., Hencher, S. R. and Lumsden, A. C., 1995, A comprehensive peak shear strength criterion for rock joints. Proc. 18th Int. Cong. Rock Mech., Tokyo, Japan, 1:359-366
- Park, J. W. and Song, J. J., 2013, Numerical method for the determination of contact areas of a rock joint under normal and shear loads, Int. J. Rock Mech. Min. Sci., 58:8-22
- Patton, F. D., 1966, Multiple modes of shear failure in rock and related material, Ph. D. Thesis, University of Illinois, 282p.
- Reeves, M. J., 1985, Rock surface roughness and frictional strength, Int. J. Rock Mech. Min. Sci., 22(6), 429-442 https://doi.org/10.1016/0148-9062(85)90007-5
- Ruiz, J. and Li, C., 2014, Measurement of the basic friction angle of rock by three different tilt test methods, In: Alejano, R., Perucho, A., Olalla, C. and Jimenez, R. (Eds.), Rock Eng. and Rock Mech. : Structures in and on Rock Masses (EUROCK 2014), ISRM Eu. Reg. Symp., Vigo, 261-266
- Sagaseta, C., 1986, On the modes of instability of a rigid block on an inclined plane, Rock Mech. Rock Eng., 19(4), 261- 266. https://doi.org/10.1007/BF01039998
- Stimpson, B., 1981, A suggested technique for determining the basic friction angle of rock surface using core, Int. J. Rock Mech. Min. Sci. & Geomech. Abst., 18(1), 63-65. https://doi.org/10.1016/0148-9062(81)90266-7
- Wines, D. R. and Lilly, P. A., 2003, Estimates of rock joint shear strength in part of the Fimiston open pit operation in Western Australia, Int. J. Rock Mech. Min. Sci., 40(6), 929- 937 https://doi.org/10.1016/S1365-1609(03)00020-0
- Yang, Z. Y. and Chiang, D. Y., 2000, An experimental study on the progressive shear behavior of rock joints with toothshaped asperities, Int. J. Rock Mech. Min. Sci., 37(8), 1247- 1259. https://doi.org/10.1016/S1365-1609(00)00055-1