參考文獻 |
[1]台灣電力公司,2016,「低放射性廢棄物最終處置技術評估報告」(編號: LLWD1-SC-2016-02-V08)。
[2]中央地質調查所工程地質探勘資料庫。台9線安朔至草埔段初步路線規劃及地質探查委託服務作業之地質鑽探工作。檢自https://geotech.moeacgs.gov.tw/imoeagis/Home/Map#
[3]呂玉菀,2004,「使用震源機制逆推台灣地區應力分區狀況」,國立中央大學應用地質研究所,碩士論文。
[4]Bandis, S.C., Lumsden, A.C., Barton, N.R., 1983. Fundamentals of rock joint deformation. International Journal of Rock Mechanics and Mining Science and Geomechanics Abstracts, 20(6), 249-268.
[5]Barton, N., Bandis, S., Bakhtar, K., 1985. Strength, deformation and conductivity coupling of rock joints. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 22(3), 121-140.
[6]Barton, N., Choubey, V., 1977. The shear strength of rock joints in theory and practice. Rock Mechanics, 10(1-2), 1-54.
[7]Bianch, L., Snow, D.T., 1968. Permeability of crystalline rock interpreted from measured orientations and apertures of fractures. Analysis of Acid Zone, 8(2), 231-245.
[8]Brady, B. H., Brown, E. T., 2004. Rock Mechanics: for Underground Mining. Dordrecht, Netherlands: Kluwer Academic Publishers.
[9]Bremer, M., 2012. Polynomial regression models. Math 261A- Spring. Retrieved from http://mezeylab.cb.bscb.cornell.edu/
labmembers/documents/supplement%205%20-%20multiple%20
regression.pdf
[10]Butler, R. F., 1998. Paleomagnetism: Magnetic Domains to Geologic Terranes. Boston: Blackwell Scientific Publications.
[11]Clarke, J. R., Ferris, V., 2012. The Use of One-Sample Prediction Intervals for Estimating CO2 Scrubber Canister Durations (No. NEDU-TR-12-03).
[12]Fisher, R. A., 1953. Dispersion on a sphere. Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences, 217(1130), 295-305.
[13]Freeze, R. A., Cherry, J. A., 1979. Groundwater. Englewood Cliffs: Prentice Hall.
[14]Ghoochaninejad, H. Z., Asef, M. R., Moallemi, S. A., 2018. Estimation of fracture aperture from petrophysical logs using teaching–learning-based optimization algorithm into a fuzzy inference system. Journal of Petroleum Exploration and Production Technology, 8(1), 143-154.
[15]Guerriero, V., Mazzoli, S., Iannace, A., Vitale, S., Carravetta, A., Strauss, C., 2013. A permeability model for naturally fractured carbonate reservoirs. Marine and Petroleum Geology, 40, 115-134.
[16]Hamm, S. Y., Kim, M., Cheong, J. Y., Kim, J. Y., Son, M., Kim, T. W., 2007. Relationship between hydraulic conductivity and fracture properties estimated from packer tests and borehole data in a fractured granite. Engineering Geology, 92(1-2), 73-87.
[17]Jaeger, J. C., 1960. Shear failure of anisotropic rocks. Geological Magazine, 97(1), 65-72.
[18]Jäntschi, L., Bolboacă, S. D., 2018. Computation of probability associated with Anderson–Darling statistic. Mathematics, 6(6), 88.
[19]Kim, D. H., Gratchev, I., Balasubramaniam, A., 2013. Determination of joint roughness coefficient (JRC) for slope stability analysis: a case study from the gold coast area, Australia. Landslides, 10(5), 657-664.
[20]Laubach, S. E., 2003. Practical approaches to identifying sealed and open fractures. AAPG Bulletin, 87(4), 561-579.
[21]Lee, C. H., Farmer, I. W., 1993. Fluid Flow in Discontinuous Rocks. London: Chapman and Hall.
[22]Novakowski, K., 2000. Fate and Transport in Fractured Rock. Standard Handbook of Environmental Science, Health, and Technology, McGraw-Hill Inc.
[23]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.
[24]Quinn, P. M., Parker, B. L., Cherry, J. A., 2011. Using constant head step tests to determine hydraulic apertures in fractured rock. Journal of Contaminant Hydrology, 126(1-2), 85-99.
[25]Rutqvist, J., 2015. Fractured rock stress‐permeability relationships from in situ data and effects of temperature and chemical‐mechanical couplings. Geofluids, 15(1-2), 48-66.
[26]Rutqvist, J., Tsang, C. F.,2003. Analysis of thermal-hydrologic- mechanical behavior near an emplacement drift at yucca mountain. Journal of Contaminant Hydrology, 62, 637-652.
[27]Sahimi, M., 1995. Flow and Transport in Porous Media and Fractured Rock. Weinheim, Germany: Wiley-VCH.
[28]SKB, 2004a, Forsmark Site Investigation: Addendum to Difference Flow Logging in Borehole KFM01A (No. P-04-193).
[29]SKB, 2004b, Forsmark Site Investigation: Difference Flow Logging in Borehole KFM02A (No. P-04-188).
[30]SKB, 2004c, Forsmark Site Investigation: Difference Flow Logging in Borehole KFM03A (No. P-04-189).
[31]SKB, 2004d, Forsmark Site Investigation: Difference Flow Logging in Borehole KFM04A (No. P-04-190).
[32]SKB, 2004e, Forsmark Site Investigation: Difference Flow Logging in Borehole KFM05A (No. P-04-191).
[33]SKB, 2007, Forsmark Site Investigation: Difference Flow Logging in Borehole KFM06A (No. P-05-15).
[34]SKB, 2010, Compilation and Analyses of Results from Cross-Hole Tracer Tests with Conservative Tracers (No. R-09-28).
[35]SKB, 2014, Long Term Stability of Rock Caverns BMA and BLA of SFR, Forsmark (No. R-13-53).
[36]Snow, D.T., 1965. A Parallel Plate Model of Fractured Permeable Media. University of California, PhD Thesis.
[37]Snow, D. T., 1968. Rock fracture spacings, openings, and porosities. Journal of Soil Mechanics and Foundations Division, 94(1), 73-91.
[38]Thiem, G., 1906. Hydrologische Methoden. Leipzig: Gebhardt.
[39]Tsang, Y. W., Tsang, C. F., 1987. Channel model of flow through fractured media. Water Resources Research, 23(3), 467-479.
[40]Witherspoon, P. A., Wang, J. S., 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.
[41]Wu, H., Pollard, D. D., 2002. Imaging 3-d fracture networks around boreholes. AAPG bulletin, 86(4), 593-604.
[42]Zangar, C. N., 1953. Theory and Problems of Water Percolation (No. 8). Denver, Colorado: US Bureau of Reclamation.
[43]Zimmerman, R. W., Bodvarsson, G. S., 1996. Hydraulic conductivity of rock fractures. Transport in Porous Media, 23(1), 1-30. |