參考文獻 |
劉建麟(2014),「利用電測資料推估台灣彰濱地區鑽井場址的地下應力場」,國立中央大學,碩士論文。
楊盛博(2015),「利用深井岩心探討岩性及構造作用對碎屑沉積岩孔隙率和滲透率之影響」,國立中央大學,碩士論文。
Al-Wardy, W. (2003). Analytical and experimental study of the poroelastic behaviour of clean and clay-rich sandstones. Department of Earth Science and Engineering, Imperial College London, Ph.D. Dissertation,
Al-Wardy, W., and Zimmerman, R. W. (2004). Effective stress law for the permeability of clay-rich sandstones. Journal of Geophysical Research, Vol. 109, B04203, doi:10.01029/02003JB002836.
Athy, L. F. (1930). Density, porosity and compaction of sedimentary rocks. American Association of Petroleum Geologists Bulletin, Vol. 14(1), pp. 1-24.
Bernabe, Y. (1986). The effective pressure law for permeability in Chelmsford granite and Barre granite. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol. 23(3), pp. 267-275, doi:10.1016/0148‐9062(86)90972‐1.
Berryman, J. G. (1992). Effective stress for transport properties of inhomogeneous porous rock. Journal of Geophysical Research: Solid Earth, Vol. 97(B12), pp. 17409-17424, doi:10.1029/92JB01593.
Biot, M. A., and Willis, D. G. (1957). The elastic coefficients of the theory of consolidation. Journal of Applied Mechanics, Vol. 24, pp. 594-601.
Bjørlykke, K. (2014). Relationships between depositional environments, burial history and rock properties. Some principal aspects of diagenetic process in sedimentary basins. Journal of Sedimentary Geology, Vol. 301, pp. 1-14.
Box, G. E. P., and Draper, N. R. (1987). Empirical model-building and response surfaces. New York: John Wiley & Sons.
Byant, S. L., Cade, C. A., and Evans, I. J. (1994). Analysis of permeability controls: a new approach. Journal of Clay Minerals, Vol. 29(4), pp. 491-501.
Cheng, A. H. D. (2016). Poroelasticity. Berlin: Springer.
Coyner, K. B. (1984). Effects of stress, pore pressure, and pore fluids on bulk strain, velocity, and permeability of rocks. Department of Earth, Atmospheric and Planetary Sciences, Massachusetts Institute of Technology, Ph.D. Dissertation.
David, C., Wong, T. F., Zhu, W., and Zhang, J. (1994). Laboratory measurement of compaction-induced permeability change in porous rocks: implication for the generation and maintenance of pore pressure excess in the crust. Pure and Applied Geophysics, Vol. 143, pp. 425-456, doi:10.1007/BF00874337.
Di Stefano, C., Ferro, V., and Mirabile, S. (2010). Comparison between grain-size analyses using laser diffraction and sedimentation method. Biosystems Engineering, Vol. 106, pp. 205-215, doi:10.1016/j.biosystemseng.2010.03.013.
Dickinson, G. (1953). Geological aspects of abnormal reservoir pressure in Gulf Coast Louisiana. American Association of Petroleum Geologists Bulletin, Vol. 37(2), pp. 410-432.
Dong, J. J., Hsu, J. Y., Wu, W. J., Shimamoto, T., Hung, J. H., Yeh, E. C., Wu, Y. H., and Sone, H. (2010). Stress-dependence of the permeability and porosity of sandstone and shale from TCDP Hole-A. International Journal of Rock Mechanics & Mining Sciences, Vol. 47, pp. 1141-1157, doi:10.1016/j.ijrmms.2010.06.019.
Falcon‐Suarez, I. H., Amalokwu, K., Martin, J. D., Callow, B., Robert, K., North, L., Sahoo, S. K., and Best, A. I. (2019). Comparison of stress‐dependent geophysical, hydraulic and mechanical properties of synthetic and natural sandstones for reservoir characterization and monitoring studies. Geophysical Prospecting, Vol. 67(4), pp.784-803, doi:10.1111/1365-2478.12699.
Geertsma, J. (1957). The effect of fluid pressure decline on volumetric changes of porous rocks. Transactions of the Metallurgical Society of AIME, Vol. 210, pp. 331-340.
Glubokovskikh, S., and Gurevich, B. (2015). Effect of micro-inhomogeneity on the effective stress coefficients and undrained bulk modulus of a poroelastic medium: a double spherical shell model. Geophysical Prospecting, Vol. 63(3), pp. 656-668, doi:10.1111/1365-2478.12222.
Hampton, J. C., and Boitnott, G. N. (2018). The misnomer of “Effective Stress” and its relation to Biot Coefficients. Paper presented at 52nd US Rock Mechanics/Geomechanics Symposium. American Rock Mechanics Association, Washington, USA.
Hart, D. J., and Wang, H. F. (2010). Variation of unjacketed pore compressibility using Gassmann’s equation and an overdetermined set of volumetric poroelastic measurements. Geophysics, Vol. 75(1), pp. N9-N18, doi:10.1190/1.3277664.
Heller, R., Vermylen, J., and Zoback, M. (2014). Experimental investigation of matrix permeability of gas shales. American Association of Petroleum Geologists Bulletin, Vol. 98(5), pp. 975-995, doi:10.1306/09231313023.
Jones, F. O., and Owens, W. W. (1980). A laboratory study of low-permeability gas sands. Journal of Petroleum Technology, Vol. 32, pp. 1631-1640, doi:10.2118/7551-PA.
Klinkenberg, L. J. (1941). The permeability of porous media to liquids and gases. Paper presented at Drilling and Production Practice. American Petroleum Institute, New York, USA.
Kwon, O., Kronenberg, A. K., Gangi, A. F., and Johnson, B. (2001). Permeability of Wilcox shale and its effective pressure law. Journal of Geophysical Research: Solid Earth, Vol. 106(B9), pp. 19339-19353, doi:10.1029/2001JB000273.
Li, M., Bernabé, Y., Xiao, W. I., Chen, Z. Y., and Liu, Z. Q. (2009). Effective pressure law for permeability of E‐bei sandstones. Journal of Geophysical Research: Solid Earth, Vol. 114, B07205, doi:10.1029/2009JB006373.
Moghadam, J. N., Mondol, N. H., Aagaard, P., and Hellevang, H. (2016). Effective stress law for the permeability of clay‐bearing sandstones by the Modified Clay Shell model. Greenhouse Gases: Science and Technology, Vol. 6(6), pp. 752-774, doi:10.1002/ghg.1612.
Morrow, C. A., Shi, L. Q., and Byerlee, J. D. (1984). Permeability of fault gouge under confining pressure and shear stress. Journal of Geophysical Research, Vol. 89(B5), pp. 3193-3200, doi:10.1029/JB089iB05p03193.
Müller, T. M., and Sahay P. N. (2012). Porosity perturbations and poroelastic compressibilities. Geophysics, Vol. 78(1), pp. A7–A11, doi:10.1190/geo2012-0129.1.
Neasham, J. W. (1977). The morphology of dispersed clay in sandstone reservoirs and its effect on sandstone shaliness, pore space and fluid flow properties. Paper presented at SPE Annual Fall Technical Conference and Exhibition. Society of Petroleum Engineers, Denver, Colorado, USA.
Picard, M. D. (1971). Classification of fine-grained sedimentary rocks. Journal of Sedimentary Research, Vol. 41(1), pp. 179-195, doi:10.1306/74D7221B-2B21-11D7-8648000102C1865D.
Powers, M. C. (1953). A new roundness scale for sedimentary particles. Journal of Sedimentary Research, Vol. 23(2), pp. 117-119, doi:10.1306/d4269567-2b26-11d7-8648000102c1865d.
Prothero, D.R., and Schwab, F. (2013). Sedimentary Geology: An introduction to sedimentary rocks and stratigraphy Third Edition. New York: W.H Freeman and Company.
Robin, P. Y. F. (1973). Note on effective pressure. Journal of Geophysical Research, Vol. 78(14), pp. 2434-2437, doi:10.1029/JB078i014p02434.
Seeburger, D. A., and Nur, A. (1984). A pore space model for rock permeability and bulk modulus. Journal of Geophysical Research: Solid Earth, Vol 89(B1), pp. 527-536, doi:10.1029/JB089iB01p00527.
Shi, T., and Wang, C. Y. (1986). Pore pressure generation in sedimentary basins: overloading versus aquathermal. Journal of Geophysical Research, Vol. 91(B2), pp.2153-2162, doi:10.1029/JB091iB02p02153.
Terry, R. D., and Chilingar, G. V. (1955). Summary of “Concerning some additional aids in studying sedimentary formations" by MS Shvetsov. Journal of Sedimentary Research, Vol. 25(3), pp. 229-234, doi:10.1306/74D70466-2B21-11D7-8648000102C1865D.
Terzaghi, K. (1925). Principles of soil mechanics: I – phenomena of cohesion of clays. IV – settlement and consolidation of clay. Engineering News – Record, Vol. 95(3), pp. 874-878.
Walls, J., and Nur, A. (1979). Pore pressure and confining pressure dependence of permeability in sandstone. Paper presented at 7th Formation Evaluation Symposium, Canadian Well Logging Society, Calgary, Alberta, Canada.
Walsh, J. B. (1981). Effect of pore pressure and confining pressure on fracture permeability. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol. 18(5), pp. 429−435, doi:10.1016/0148-9062(81)90006-1.
Warpinski, N. R., and Teufel, L. W. (1992). Determination of the effective-stress law for permeability and deformation in low-permeability rocks. Society of Petroleum Engineers Formation Evaluation, Vol. 7(2), pp. 123-131, doi:10.2118/20572-PA.
Wen, B., Aydin, A., and Duzgoren-Aydin, N. S. (2002). A comparative study of particle size analyses by sieve-hydrometer and laser diffraction methods. Geotechnical Testing Journal, Vol. 25(4), pp. 434-442, doi:10.1520/GTJ11289J.
Wentworth, C. K. (1922). A scale of grade and class terms for clastic sediments. Journal of Geology, Vol. 30(5), pp. 377-392.
Worthington, P. F. (2008). A diagnostic approach to quantifying the stress sensitivity of permeability. Journal of Petroleum Science and Engineering, Vol. 61(2-4), pp. 49-57, doi:10.1016/j.petrol.2008.03.003.
Xiao, W. L., Jiang, L., Li, M., Zhao, J. Z., Zheng, L. L., Li, X. F., and Zhang, Z. P. (2015). Effect of clay minerals on the effective pressure law in clay-rich sandstones. Journal of Natural Gas Science and Engineering, Vol. 27, pp. 1242-1251, doi:10.1016/j.jngse.2015.09.067.
Zhou, X., Ghassemi, A., Riley, S., and Roberts, J. (2017). Biot’s Effective Stress Coefficient of mudstone source rocks. Paper presented at 51st US Rock Mechanics/Geomechanics Symposium, American Rock Mechanics Association, San Francisco, California, USA.
Zoback, M. D., and Byerlee, J. D. (1975). Permeability and effective stress, Geologic notes. American Association of Petroleum Geologists Bulletin, Vol. 59(1), pp. 154-158.
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