參考文獻 |
REFERENCES
Abuqubu, J., Al Dwairi, R. A., Hadi, N. A., Merkel, B., Dunger, V., & Laila, H. A. (2016). Geological and Engineering Properties of Granite Rocks from Aqaba Area, South Jordan. Geomaterials, 06(01), 18–27. https://doi.org/10.4236/gm.2016.61002
Bandis, S. C. (1980). Experimental studies of scale effects on shear strength and deformation of rock joints, Ph.D. thesis, Univ. of Leeds, 385 pp.
Bandis, S. C., Lumsden, A. C., & Barton, N. R. (1983). Fundamentals of rock joint deformation. International Journal of Rock Mechanics and Mining Sciences, 20(6), 249-268.
Barton, N. (1973). Review of a new shear-strength criterion for rock joints. Engineering Geology. https://doi.org/10.1016/0013-7952(73)90013-6
Barton, N. (1978). Suggested methods for the quantitative description of discontinuities in rock masses. ISRM, International Journal of Rock Mechanics and Mining Sciences, 15(6), 319-368.
Barton, N. (1982). Shear strength investigation for surface mining. 3rd Int. Conf. Stability in Surface Mining, C.O. Brawner Editor, 171-196. https://doi.org/10.1016/0148-9062(79)91476-1
Barton, N., Bandis, S., & Bakhtar, K. (1985). Strength, deformation and conductivity coupling of rock joints. International Journal of Rock Mechanics and Mining Sciences, 22(3), 121–140. https://doi.org/10.1016/0148-9062(85)93227-9
Barton, N., & Choubey, V. (1977). The shear strength of rock joints in theory and practice. Rock Mechanics Felsmechanik Mécanique Des Roches, 10(1–2), 1–54. https://doi.org/10.1007/BF01261801
Biot, M. A. (1941). General theory of three-dimensional consolidation. Journal of Applied Physics, 12(2), 155–164. https://doi.org/10.1063/1.1712886
Brown, S. R., & Scholz, C. H. (1985). Broad bandwidth study of the topography of natural rock surfaces. Journal of Geophysical Research, 90(B14). https://doi.org/10.1029/jb090ib14p12575
Davis, J. C. (1986). Statistics and Data Analysis in Geology, Second Ed., Wiley, New York, 646 pp.
Dong, J. J., Hsu, J. Y., Wu, W. J., Shimamoto, T., Hung, J. H., Yeh, E. C., & Sone, H. (2010). Stress-dependence of the permeability and porosity of sandstone and shale from TCDP Hole-A. International Journal of Rock Mechanics and Mining Sciences, 47(7), 1141–1157. https://doi.org/10.1016/j.ijrmms.2010.06.019
Esaki, T., Du, S., Mitani, Y., Ikusada, K., & Jing, L. (1999). Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint. International Journal of Rock Mechanics and Mining Sciences, 36(5), 641–650. https://doi.org/10.1016/S0148-9062(99)00044-3
Fereshtenejad, S., & Song, J. J. (2016). Fundamental study on applicability of powder-based 3D printer for physical modeling in rock mechanics. Rock Mechanics and Rock Engineering, 49(6), 2065–2074. https://doi.org/10.1007/s00603-015-0904-x
Gangi, A. F. (1978). Variation of whole and fractured porous rock permeability with confining pressure. International Journal of Rock Mechanics and Mining Sciences, 15(5), 249–257. https://doi.org/10.1016/0148-9062(78)90957-9
Gentier, S., Riss, J., Archambault, G., Flamand, R., & Hopkins, D. (2000). Influence of fracture geometry on shear behavior. International Journal of Rock Mechanics and Mining Sciences, 37(1–2), 161–174. https://doi.org/10.1016/S1365-1609(99)00096-9
Goodman, R. E. (1974). The mechanical properties of joints, paper presented at Third Congress of the International Society for Rock Mechanics, Denver, Colo, 127-140.
Goodman, R. E. (1976). Methods of Geological Engineering in Discontinuous Rocks, West, New York, 472 pp.
Grasselli, G. (2001). Shear strength of rock joints based on quantified surface description. Ph.D. Thesis, Swiss Federal Institute of Technology, Lausanne, Switzerland. https://doi.org/10.5075/epfl-thesis-2404
Hakami, E. (1995). Aperture distribution of rock fractures. Ph.D. Thesis, Division of Engineering Geology, Royal Institute of Technology, Stockholm.
Huang, S. L., Oelfke, S. M., & Speck, R. C. (1992). Applicability of fractal characterization and modelling to rock joint profiles. International Journal of Rock Mechanics and Mining Sciences, 29(2), 89–98. https://doi.org/10.1016/0148-9062(92)92120-2
Jang, H. S., Kang, S. S., & Jang, B. A. (2014). Determination of Joint Roughness Coefficients Using Roughness Parameters. Rock Mechanics and Rock Engineering, 47(6), 2061–2073. https://doi.org/10.1007/s00603-013-0535-z
Klinkenberg, L. J. (1941). The permeability of porous media to liquids and gases. In Drilling and Production Practice, American Petroleum Institute, 200–213.
Kulatilake, P. H. S. W., Shou, G., Huang, T. H., & Morgan, R. M. (1995). New peak shear strength criteria for anisotropic rock joints. International Journal of Rock Mechanics and Mining Sciences, 32(7), 673–697. https://doi.org/10.1016/0148-9062(95)00022-9
Kulatilake, P. H. S. W., Um, J., & Pan, G. (1998). Requirements for accurate quantification of self-affine roughness using the variogram method. International Journal of Solids and Structures, 35(31–32), 4167–4189. https://doi.org/10.1016/S0020-7683(97)00308-9
Lanaro, F. (2000). A random field model for surface roughness and aperture of rock fractures. International Journal of Rock Mechanics and Mining Sciences, 37(8), 1195–1210. https://doi.org/10.1016/S1365-1609(00)00052-6
Lee, H. S., & Cho, T. F. (2002). Hydraulic characteristics of rough fractures in linear flow under normal and shear load. Rock Mechanics and Rock Engineering, 35(4), 299–318. https://doi.org/10.1007/s00603-002-0028-y
Maerz, N. H., & Franklin, J. A. (1990): Roughness scale effect and fractal dimension. In:Proc., Int. Workshop on Scale Effects in Rock Masses, Loen, 121–125.
Makurat, A., Barton, N., Rad, N. S., & Bandis, S. (1990): Joint conductivity variation due to normal and shear deformation. Proc., Int. Symp. on Rock Joints. Loen, Norway, 535–540.
Martin, W. E., & Bridgmon, K. D. (2012). Quantitative and statistical research methods From hypothesis to results. Journal of Chemical Information and Modeling, 1–498. https://doi.org/10.1017/CBO9781107415324.004
Myers, N. O. (1962). Characterization of surface roughness. Wear, 5(3), 182–189. https://doi.org/10.1016/0043-1648(62)90002-9
Olsson, R., & Barton, N. (2001). An improved model for hydromechanical coupling during shearing of rock joints. International Journal of Rock Mechanics and Mining Sciences, 38(3), 317–329. https://doi.org/10.1016/S1365-1609(00)00079-4
Papaliangas, T. T., Lumsden, A. C., & Hencher, S. R. (1996). Prediction of in situ shear strength of rock joints. In Prediction and performance in rock mechanics and rock engineering , 143-149.
Park, J. W., & Song, J. J. (2013). Numerical method for the determination of contact areas of a rock joint under normal and shear loads. International Journal of Rock Mechanics and Mining Sciences, 58, 8–22. https://doi.org/10.1016/j.ijrmms.2012.10.001
Raju, T. N. (2005). William Sealy Gosset and William A. Silverman: two “students” of science. Pediatrics, 116(3), 732-735. https://doi.org/10.1542/peds.2005-1134
Renshaw, C. E. (1995). On the relationship between mechanical and hydraulic apertures in rough‐walled fractures. Journal of Geophysical Research: Solid Earth, 100(B12), 24629-24636. https://doi.org/10.1029/95jb02159
Scheidegger, A. E. (1958). The physics of flow through porous media. Soil Science, 86(6), 355 pp.
Singh, K. K., Singh, D. N., & Ranjith, P. G. (2015). Laboratory Simulation of Flow through Single Fractured Granite. Rock Mechanics and Rock Engineering, 48(3), 987–1000. https://doi.org/10.1007/s00603-014-0630-9
Son, B. K., Lee, Y. K., & Lee, C. I. (2004). Elasto-plastic simulation of a direct shear test on rough rock joints. International Journal of Rock Mechanics and Mining Sciences, 41(SUPPL. 1). https://doi.org/10.1016/j.ijrmms.2004.03.066
Tanikawa, W., & Shimamoto, T. (2009). Comparison of Klinkenberg-corrected gas permeability and water permeability in sedimentary rocks. International Journal of Rock Mechanics and Mining Sciences, 46(2), 229–238. https://doi.org/10.1016/j.ijrmms.2008.03.004
Tatone, B. S. A., & Grasselli, G. (2010). A new 2D discontinuity roughness parameter and its correlation with JRC. International Journal of Rock Mechanics and Mining Sciences, 47(8), 1391–1400. https://doi.org/10.1016/j.ijrmms.2010.06.006
Terzaghi, K., Peck, R. B., & Mesri, G. (1996). Soil mechanics. New York: John Wiley & Sons.
Tse, R., & Cruden, D. M. (1979). Estimating joint roughness coefficients. International Journal of Rock Mechanics and Mining Sciences, 16(5), 303–307. https://doi.org/10.1016/0148-9062(79)90241-9
Witherspoon, P. A., Wang, J. S. Y., Iwai, K., & Gale, J. E. (1980). Validity of Cubic Law for fluid flow in a deformable rock fracture. Water Resources Research, 16(6), 1016–1024. https://doi.org/10.1029/WR016i006p01016
Yeo, I. W., De Freitas, M. H., & Zimmerman, R. W. (1998). Effect of shear displacement on the aperture and permeability of a rock fracture. International Journal of Rock Mechanics and Mining Sciences, 35(8), 1051–1070. https://doi.org/10.1016/S0148-9062(98)00165-X
Yu, X., & Vayssade, B. (1991). Joint profiles and their roughness parameters. International Journal of Rock Mechanics and Mining Sciences And, 28(4), 333–336. https://doi.org/10.1016/0148-9062(91)90598-G
Zhang, G., Karakus, M., Tang, H., Ge, Y., & Zhang, L. (2014). A new method estimating the 2D Joint Roughness Coefficient for discontinuity surfaces in rock masses. International Journal of Rock Mechanics and Mining Sciences, 72, 191–198. https://doi.org/10.1016/j.ijrmms.2014.09.009 |