參考文獻 |
1. Afifipour, M., Moarefvand, P. (2014a). Mechanical behavior of bimrocks having high rock block proportion. International Journal of Rock Mechanics & Mining Sciences, 65, 40-48.
2. Afifipour, M., Moarefvand, P. (2014b). Failure patterns of geomaterials with block-in-matrix texture: experimental and numerical evaluation. Arabian Journal of Geosciences, 7, 2781-2792.
3. Amadei, B., & Goodman, R. E. (1981). A 3D constitutive relation for fractured rock masses. Proceedings of the International Symposium on the Mechanical Behaviour of Structured Media, Ottawa, Canada, 249-268.
4. ASTM (2012). Standard test method for microscopical determination of parameters of the air-void system in hardened concrete. ASTM, Pennsylvania, USA.
5. Baecher, G. B., Lanney, N. A., & Einstein, H. H. (1978). Statistical description of rock properties and sampling, The 18th U.S. Rock Mechanics/Geomechanics Symposium, Golden, Colorado, 22-24 June, Paper No. 77-400.
6. Barbero, M., Bonini, M., & Borri-Brunetto, M. (2007). Numerical modeling of the mechanical behavior of bimrock, Proceedings 11th International Congress of ISRM, Lisbon, Portugal, 377-389.
7. Barbero, M., Bonini, M., Borri-Brunetto, M. (2008). Three-dimensional finite element simulations of compression tests on bimrock, The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics, Goa, India.
8. Barthel, M., Klimanek, P., & Stoyan, D. (1985). Stereological substructure analysis in hot-deformed metals from TEM-images. Czech. J. Phys., B35, 265-268.
9. Bentz, D. P., & Garboczi, E. J. (1999). Computer modeling of the interface transition zone – Microstructure and properties. RILEM ETC, 349-385.
10. Butcher, J. C. (1996). A history of Runge-Kutta methods. Applied Numerical Mathematics, 20, 247-260.
11. Chalhoub, M., & Pouya, A. (2008). Numerical homogenization of a fractured rock mass: A geometrical approach to determine the mechanical representative elementary volume. Electronic Journal of Geotechnical Engineering, 13, 1-12.
12. Chang, D. W. (2009). Measurement method of crack density in concrete, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:張道武,混凝土量測裂縫之方法,國立中央大學碩士論文)
13. Chang, H. H. (2012), Uncertainty of volumetric fraction estimates in a heterogeneous material using 2-D probes, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:張顥薰,面積比法量測異質性介質體積比之不確定性,國立中央大學碩士論文)
14. Cheng, H. H. (2014). Numerical simulations of uniaxial compressive strength and elastisity of bimrock by using PFC2D, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:程泓皓,以PFC2D模擬併構岩單壓強度及變形性,國立中央大學碩士論文)
15. Cheeney, R. F. (1983). Statistical methods in geology for field and lab decisions. London, UK: Allen & Unwin Ltd.
16. Cho, N., Martin, C. D., & Sego, D. C. (2007). A clumped particle model for rock. International Journal of Rock Mechanics & Mining Sciences, 44, 997-1010.
17. Coli, N., Berry, P., & Boldini, D. (2011). In situ non-conventional shear tests for the mechanical characterization of a bimrock. International Journal of Rock Mechanics & Mining Sciences, 48, 95-102.
18. Coli, N., Berry, P., Boldini, D., & Bruno, R. (2012). The contribution of geostatistics to the characterisation of some bimrock properties. Engineering Geology, 137-138, 53-63.
19. Cundall, P. A., Pierce, M., Ivars, D. M. (2008). Quantifying the size effect of rock mass strength, Proceedings of the First South Hemisphere International Rock Mechanics Symposium, Australia, 3-15.
20. Deere, D. U., & Miller, R. P. (1966). Engineering classification and index properties for intact rock. Air Force Weapons Laboratory (WLDC), Kirtland Air Force Base, New Mexico. Report AFWL-TR-65-116.
21. Delesse, M. A. (1847). Procede mecanique pour determiner la composition des roches. Comptes Rendues de I’Academie des Sciences, 25, 544-545.
22. Dershowitz, W. S. (1985), Rock joint system, Doctoral dissertation, Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA, USA.
23. Dershowitz, W. S., & Herda, H. H. (1992). Interpretation of fracture spacing and intensity, Proc 32nd US Rock Mech Symp, Santa Fe, NM, 757-766.
24. Einstein, H. H., & Baecher, G. B. (1983). Probabilistic and statistical methods in engineering geology - Specific method and examples - Part I: Exploration. Rock Mechanics and Rock Engineering, 16, 39-72.
25. Esmaieli, K., Hadjigeorgiou, J., & Grenon, M. (2010). Estimating geometrical and mechanical REV based on synthetic rock mass models at Brunswick mine. International Journal of Rock Mechanics and Mining Sciences, 47, 915-926.
26. Farichah, H. (2017). Representative elementary volume of P32 and hydraulic conductivity of fractured rock masses, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in English) (中文:法麗佳,針對裂隙岩體裂隙程度(P32)與水利傳導係數之表徵單元體積(REV)進行探討,國立中央大學碩士論文)
27. Farichah, H., Hsu, C. J., & Tien, Y. M. (2017). A novel equation to determine geometrical representative elementary volume of fractured rock mass, The 51st U.S. Rock Mechanics/Geomechanics Symposium, San Francisco, Paper No. 17-358.
28. 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.
29. Fisher, N. I., Lewis, T., & Embleton, B. J. J. (1987). Statistical analysis of spherical data. Cambridge, UK: Cambridge Univ. Press.
30. Fouche, O., & Diebolt, J. (2004). Describing the geometry of 3D fracture systems by correcting for linear sampling bias. Mathematical Geology, 36(1), 33-63.
31. Gerrard, C. M. (1982). Equivalent elastic moduli of a rock mass consisting of orthorhombic layers. International Journal of Rock Mechanics and Mining Sciences, 19, 9-14.
32. Gokceoglu, C. (2002). A fuzzy triangular chart to predict the uniaxial compressive strength of the Ankara Agglomerates from their petrographic composition. Engineering Geology, 66, 39-51.
33. Golder Associates (2011). FracMan7: User documentation. Atlanta, Golder Associates Inc.
34. Grenon, M., & Hadjigeorgiou, J. (2012). Applications of fracture system models (FSM) in mining and civil rock engineering design. International Journal of Mining, Reclamation and Environment, 26, 55-73.
35. Gross, M. R. (1993). The origin and spacing of cross joints: Examples from the Monterrey Formation, Santa Barbara coastline, California. Journal of Structural Geology, 15(6), 737–751.
36. Gutierrez, M., & Youn, D. J. (2015). Effects of fracture distribution and length scale on the equivalent continuum elastic compliance of fractured rock masses. Journal of Rock Mechanics and Geotechnical Engineering, 7, 626-637.
37. Hald, A. (2003). A History of Probability and Statistics and Their Applications before 1750. NJ, USA: John Wiley & Sons, Inc.
38. Hashin, Z., & Shtrikman, S. (1962). On some variational principles in anisotropic and nonhomogeneous and elasticity. Journal of the Mechanics and Physics Solids, 10, 335-342.
39. Hershey, A. V. (1954). The elasticity of an isotropic aggregate of anisotropic cubic crystals. J Appl Mech, 21, 236.
40. Hill, R. (1965). A self-consistent mechanics of composite materials. Journal of the Mechanics and Physics of Solids, 13, 213-222.
41. Hilliard, J. E., & Cahn, J. W. (1961). An evaluation of procedures in quantitative metallography for volume-fraction analysis. Transactions of the Metallurgical Society of Aime, 221, 344-352.
42. Holmes, A. (1921). Petrographic Methods and Calculations. London, UK: Thos. Murray and Co.
43. Hsieh, M. H. (2006). The resembled bimrock mechanical behavior of colluvial materials-Li-Shan landSlide area as an example, Master’s thesis, Department of Civil Engineering, National Chiao Tung University, Hsinchu, Taiwan. (in Chinese) (中文:謝孟修,崩積層之類併構岩材料力學行為與模式-以梨山地滑區為例,國立交通大學碩士論文)
44. Hsu, C. J. (2017), The uncertainty of fracture intensity and mechanical properties of rock masses, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:許哲睿,岩體裂隙程度與力學性質之不確定性,國立中央大學碩士論文)
45. Huang, L., Tang, H., Tan, Q., Wang, D., Wang, L., Ez Eldin, M. A. A., …, & Wu, Q. (2016). A novel method for correcting scanline-observational bias of discontinuity orientation. Scientific Reports, published online 2016 Mar 10.
46. Huang, Q., & Angelier, J. (1989). Fracture spacing and its relation to bed thickness. Geological Magazine, 126(04), 355-362.
47. Huang, Y. R. (2017), The characteristics of p-wave velocity on concrete surfaces measured by the dry-point ultrasonic instrument, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:黃彥儒,乾點式超音波儀量測混凝土表面之波速特性,國立中央大學碩士論文)
48. International Society of Rock Mechanics (1979). Suggested methods for determining the uniaxial compressive strength and deformability of rock materials. International Journal of Rock Mechanics and Mining Sciences, 16(2), 135-140.
49. International Society of Rock Mechanics (1981). Suggested methods for determining water content, porosity, density, absorption and related properties and swelling and slake-durability index properties, Rock Characterization Testing & Monitoring ISRM Suggested Methods, 81-92.
50. Itasca (2008). Partical Flow Code in 3 Dimensions (PFC3D) Version 4.0, FISH. Minneapolis, Minnesota, Itasca Consulting Group Inc.
51. Ivars, D. M., Pierce, M., De Gagne, D., & Darcel, C. (2008) Anisotropy and scale dependency in jointedrock mass strength-a synthetic rock massstudy, Proceedings of the First International FLAC/DEM Symposium. Minneapolis, USA.
52. Ivars, D. M., Pierce, M. E., Darcel, C., Reyes-Montes, J., Potyondy, D. O., Young, R. P., & Cundall, P. A. (2011) The synthetic rock mass approach for jointed rock mass modelling. International Journal of Rock Mechanics and Mining Sciences, 48, 219-244.
53. Ji, S., & Saruwatari, K. (1998). A revised model for the relationship between joint spacing and layer thickness. Journal of Structural Geology, 20(11), 1495-1508.
54. Kahraman, S., & Alber, M. (2006). Estimating the unconfined compressive strength and elastic modulus of a fault breccia mixture of weak rocks and strong matrix. International Journal of Rock Mechanics and Mining Sciences, 43, 1277-1287.
55. Kahraman, S., & Alber, M. (2008). Triaxial strength of a fault breccia of weak rocks in a strong matrix. Bull Eng Geol Environ, 67, 435-441.
56. Kahraman, S., Alber, M. (2009). Predicting the uniaxial compressive strength and elastic modulus of a fault breccia from texture coefficient. Rock Mechanics and Rock Engineering, 42, 117-127.
57. Kahraman, S., Alber, M., Fener, M., Gunaydin, O. (2015). An assessment on the indirect determination of the volumetric block proportion of Misis fault breccia (Adana, Turkey). Bull. Eng. Geol. Environ., 74, 899-907.
58. Kalender, A., Sonmez, H., Medley, E., Tunusluoglu, C., & Kasapoglu, K. E. (2014). An approach to predicting the overall strengths of unwelded bimrocks and bimsoils. Engineering Geology, 183, 65-79.
59. Khani, A., Baghbanan, A., & Hashemolhosseini, H. (2013). Numerical investigation of the effect of fracture intensity on deformability and REV of fractured rock mass. International Journal of Rock Mechanics and Mining Sciences, 63, 104-112.
60. Knudsen, L., Weibel, E. R., Gundersen, H. J. G., Weinstein, F. V., & Ochs, M. (2010). Assessment of air space size characteristics by intercept (chord) measurement: an accurate and efficient stereological approach. J. Appl. Physiol., 108, 412-421.
61. Koch, G. S. Jr., & Link, R. F. (1971). Statistical analysis of geological data, (p. 438). New York: Dover Publications.
62. Kozubowski, T. J., Meerschaert, M. M., & Gustafson, G. (2008). A new stochastic model for fracture transmissivity assessment. Water Resources Research, 44(2), W02435.
63. Krumbein, W. C., & Pettijohn, F. J. (1938). Manual of Sedimentary Petrography. New York, USA: Appleton-century Company.
64. Kulatilake, P. H. (1985). Estimating elastic constants and strength of discontinuous rock. Journal of Geotechnical Engineering, 111, 847-864.
65. Kulatilake, P. H. S. W., Chen, J., Teng, J., Pan, G., & Xiao, S. (1995). Discontinuity network modeling of the rock mass around a tunnel close to the proposed permanent shiplock area of the Three Gorges Dam site in China, In Proceedings of the 35th US Rock Mechanics Symposium, eds. J. J. K. Daemen, R. A. Schultz, pp. 807-812, Balkema, Rotterdam.
66. Kuo, M. C. (2005), The measurement of block volumetric fraction and the mechanical behaviors of composite rock mass, Doctoral dissertation, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:郭明傳,複合岩體之岩塊體積比量測及其力學行為,國立中央大學博士論文)
67. Lama, R. D., & Vutukuri, V. S. (1978). Handbook on Mechanical Property of Rocks. Borntraeger, Berlin: Trans Tech Pubn.
68. Li, H. H. (2008). The microscopic mechanism associated with mechanical behavior of sandstone – using distinct element method, Doctoral dissertation, Department of Civil Engineering, National Taiwan University, Taipei, Taiwan. (in Chinese) (中文:李宏輝,砂岩力學行為之微觀機制-以個別元素法探討,國立臺灣大學博士論文)
69. Lin, P. S. (1986). A study on engineering properties of compacted lateritic gravels. Journal of the Chinese Institute of Engineers, 9, 533-545.
70. Lind, D. A., Marchal, W. G., & Wathen, S. A. (2008). Statistical Techniques in Business and Economics, 13th edition. New York, The McGraw-Hill Companies.
71. Lindquist, E. S. (1994), The strength and deformation properties of Melange, Doctoral dissertation, Department of Civil Engineering, University of California, Berkeley, USA.
72. Lindquist, E. S., & Goodman, R. E. (1994). The strength and deformation properties of a physical model melange. Proceedings of the 1st North American Rock Mechanics Symposium, Austin, Texas. Balkema.
73. Liu, W. C. (2013). Numerical simulation for layered rock under Brazilian test, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:劉文智,以數值模擬層狀岩石巴西試驗,國立中央大學碩士論文)
74. Lu, B., Ge, X. R., Zhu, D. L., & Chen, J. P. (2005). Fractal study on the representative element volume of jointed rock masses. Chin J Rock Mech Eng, 24, 1355-1361.
75. Lu, Y. B. (2012), Measuring inner crack and construction of geo-material by using computed tomography scan, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:呂彥標,以電腦斷層掃描量測大地材料內部裂縫與組構,國立中央大學碩士論文)
76. Lu, Y. C., Tien, Y. M., & Juang, C. H. (23 Oct. 2017 Accepted). The uncertainty of 1D fracture intensity measurements. Journal of Geophysical Research-Solid Earth. DOI: 10.1002/2016JB013620.
77. Mardia, K. V. (1972). Statistics of directional data. London, New York: Academic Press.
78. Mauldon, M. (1994). Intersection probabilities of impersistent joints. International Journal of Rock Mechanics and Mining Science and Geomechanics Abstracts, 31(2), 107-115.
79. Mauldon, M., Dunne, W. M., & Rohrbaugh, M. B. Jr. (2001). Circular scanlines and circular windows: New tools for characterizing the geometry of fracture traces. Journal of Structural Geology, 23(2-3), 247-258.
80. Mauldon, M., & Mauldon, J. G. (1997). Fracture sampling on a cylinder: From scanlines to boreholes and tunnels. Rock Mechanics and Rock Engineering, 30(3), 129-144.
81. Mauldon, M., Rohrbaugh, M. B., Dunne, W. M., & Lawdermilk, W. (1999). Fracture intensity estimates using circular scanlines. In R. L. Krantz, G. A. Scott, & P. H. Smeallie (Eds.), Proceedings of the 37th US Rock Mechanics Symposium, (pp. 777-784). Rotterdam: Balkema.
82. Mauldon, M., & Wang, X. (2003). Measuring fracture intensity in tunnels using cycloidal scanlines, Proceedings of the 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering and the 39th U.S. Rock Mechanics Symposium.
83. McLaughlin, R. (1997). A study of differential scheme for composite materials. International Journals of Engineering Science, 15, 237-244.
84. Medley, E. W. (1994), The engineering characterization of Melange and similar block-in-matrix-rocks (bimrocks), Doctoral Dissertation, Department of Civil Engineering, University of California, Berkeley, USA.
85. Medley, E. W. (1997). Uncertainty in estimates of block volumetric proportions in melange, In Proceedings International Symposium on Engineering Geology and Environment, AA Balkema.
86. Medley, E. W. (2001). Orderly characterization of chaotic Franciscan Melange. Felsbau-Rock and Soil Engng, 22, 27-34.
87. Medley, E. W., & Goodman, R. E. (1994). Estimating the block volumetric proportions of Melanges and similar block-in-matrix rocks (bimrocks). Proceedings of the 1st North American Rock Mechanics Symposium, Austin, Texas. AA Balkema.
88. Medley, E. W., & Sanz Rehermann, P. F. (2004). Characterization of bimrocks (rock/soil mixtures) with application to slope stability problems. Proceedings: Eurorock 2004 & 53rd Geomechanics Colloquium, Salzburg, Austria.
89. Min, K. B., & Jing, L. (2003). Numerical determination of the equivalent elastic compliance tensor for fractured rock masses using the distinct element method. International Journal of Rock Mechanics and Mining Sciences, 40, 795-816.
90. Morland, L. W. (1976). Elastic anisotropy of regularly jointed media. Rock Mechanics, 8(1), 35-48.
91. Narr, W. (1991). Fracture density in the deep subsurface: Techniques with application to Point Arguello oil field. AAPG Bulletin, 75(8), 1300-1323.
92. Nordahl, K., Messina, C., Berland, H., Rustad, A. B., & Rimstad, E. (2014). Impact of multiscale modelling on predicted porosity and permeability distributions in the fluvial deposits of the Upper Lunde Member (Snorre Field, Norwegian Continental Shelf). Geological Society, London, Special Publications, 387, 85-109.
93. Oda, M. (1985). Permeability tensor for discontinuous rock masses. Geotechnique, 35, 483-495.
94. Oda, M. (1988). A method for evaluating the representative elementary volume based on joint survey of rock mass. Can Geotech J, 25, 440–447.
95. Ortega, O. J., Marret, R. A., & Laubach, S. E. (2006). A scale-independent approach to fracture intensity and average spacing measurement. AAPG Bulletin, 90(2), 193-208.
96. Pang, Z. H. (1998), A numerical method to evaluate the representative elemental volume (REV) of rock mass based on the probability model of jointed network and the element free Galerkin method (EFGM). Dissertation, Chinese Academy of Sciences, Wuhan. (中文:龐作會,基於節理網絡模型的岩體REV數值估算與網格伽遼金法EFGM,中科院武漢岩土力學研究所)
97. Pan, Y. W., Hsieh, M. H., & Liao, J. J. (2008). Mechanical properties of virtual block-in-matrix Colluvium, The 42nd U. S. Rock Mechanics Symposium (USRMS), San Francisco.
98. Pariseau, W. G., Puri, S., & Schmelter, S. C. (2008) A new model for effects of impersistent joint sets on rock slope stability. International Journal of Rock Mechanics and Mining Sciences, 45, 122-131.
99. Pierce, M., Gaida, M., & DeGagne, D. (2009). Estimation of rock block strength, In The 3rd CANUS Rock Mechanics Symposium, Toronto, 1-14.
100. Phoon, K. K., Kulhawy, F. H., & Grigoriu, M. D. (1995). Reliability-based design of foundations for transmission line structures. Electric Power Research Institute, Report TR-105000.
101. Potyondy, D. O., & Cundall, P. A. (2004). A bonded-particle model for rock. International Journal of Rock Mechanics and Mining Sciences, 41(8), 1329-1364.
102. Poulsen, B. A., Adhikary, D. P., Elmouttie, M. K., & Wilkins, A. (2015). Convergence of synthetic rock mass modelling and the Hoek-Brown strength criterion. International Journal of Rock Mechanics and Mining Sciences, 80, 171-180.
103. Priest, S. D. (1993). Discontinuity analysis for rock engineering. London, UK: Chapman and Hall.
104. Priest, S. D., & Hudson, J. A. (1976). A discontinuities spacing in rock. International Journal of Rock Mechanics and Mining Science and Geomechanics Abstracts, 13(5), 135-148.
105. Priest, S. D., & Hudson, J. A. (1981). Estimation of discontinuity spacing and trace length using scan line surveys. International Journal of Rock Mechanics and Mining Sciences, 18(3), 183-197.
106. Resende, D. (2017). Central limit theorem, Wikipedia, https://en.wikipedia.org/wiki/Central_limit_theorem#/media/File:Central_Limit_Theorem.png (date: 2018.04.27).
107. Rives, T., Razack, M., Petit, J.-P., & Rawnsley, K. D. (1992). Joint spacing: Analog and numerical simulations. Journal of Structural Geology, 14(8-9), 925-937.
108. Russ, J. C, & Dehoff, R. T. (1999). Practical Stereology. New York, USA: Plenum Press.
109. Schultz, R. (1996). Relative scale and the strength and deformability of rock masses. J Struct Geol, 18, 1139-1149.
110. Siao, Y. C. (2008), Estimating confidence interval of the volumetric fraction of block by areal method, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:蕭永燦,以面積法決定岩塊體積比之信賴區間,國立中央大學碩士論文)
111. Sonmez, H., Gokceoglu, C., Tuncay, E., Medley, E. W., Nefeslioglu, H. A. (2004). Relationships between volumetric block proportions and overall UCS of a volcanic bimrock. Felsbau-Rock and Soil Engng, 5, 27-34.
112. Sonmez, H., Gokceoglu, C., Medley, E. W., Tuncay, E., & Nefeslioglu, H. A. (2006a). Estimating the uniaxial compressive strength of a volcanic bimrock. International Journal of Rock Mechanics and Mining Sciences, 43, 554-561.
113. Sonmez, H., Gokceoglu, C., Nefeslioglu, H. A., & Kayabasi, A. (2006b). Estimation of rock modulus: for intact rocks with an artificial neural network and for rock masses with a new empirical equation. International Journal of Rock Mechanics & Mining Sciences, 43, 224-235.
114. Sonmez, H., Ercanoglu, M., Kalender, A., Dagdelenler, G., & Tunusluoglu, C. (2016). Predicting uniaxial compressive strength and deformation modulus of volcanic bimrock considering engineering dimension. International Journal of Rock Mechanics & Mining Sciences, 86, 91-103.
115. Stein, A., & Yifru, M. Z. (2010). Stereological estimation of uncertain and changing objects from remote sensing image mining. Transactions in GIS, 14, 481-496.
116. Terzaghi, R. D. (1965). Sources of errors in joint surveys. Geotechnique, 15(3), 287-304.
117. Tien, Y. M., Lin, J. S., Kou, M. C., Lu, Y. C., Chung, Y. J., Wu, T. H., & Lee, D. H. (2010a). Uncertainty in estimation of volumetric block proportion of bimrocks by using scanline Method, The 44th U.S. Rock Mechanics/Geomechanics Symposium and 5th U.S.-Canada Rock Mechanics Symposium, Salt Lake City, Paper no. 10-158.
118. Tien, Y. M. Chu, C. A., Chung, Y. J., Lu, Y. C., Zhang, D, W., Zhang, S, X., Guan, Y. M., & Yeh, D. H. (2010b). The study of crack in highway piers at TK340~TK343 of the Taiwan High Speed Rail. Taiwan High Speed Rail Corporation. (in Chinese) (中文:田永銘、朱正安、鐘翊展、盧育辰、張道武、張紹秋、官毅明、葉東航,高鐵里程TK340~TK343高架橋墩柱裂縫成因研究,台灣高速鐵路股份有限公司)
119. Tien, Y. M., Lu, Y. C., Wu, T. H., Lin, J. S., & Lee, D. H. (2011). Quantify uncertainty in scanline estimates of volumetric fraction of anisotropic bimrocks, The 45th U.S. Rock Mechanics/Geomechanics Symposium, San Francisco. Paper no. 11-345.
120. Tien, Y. M., Lu, Y. C., Chang, H. H, Chung, Y. C., Lin, J.S., & Lee, D. H. (2012a). Uncertainty of volumetric fraction estimates using 2-D measurements, The 46th U.S. Rock Mechanics/Geomechanics Symposium, Chicago. Paper no. 12-494.
121. Tien, Y. M., Chung, Y. J., Lu, Y. C., & Chang, H. H. (2012b). Uncertainty of block volumetric proportions and mechanical properties of bimrocks (I). Ministry of Science and Technology, ROC (Taiwan), NSC-99-2221-E-008-060-MY3. (in Chinese) (中文:田永銘、鐘翊展、盧育辰、張顥薰,併構岩體積比與力學性質之不確定性(I),中華民國科技部)
122. Tien, Y. M., Chung, Y. J., Lu, Y. C., Chang, H. H., Cheng, H. H., & Liu, W. C. (2012c). Uncertainty of block volumetric proportions and mechanical properties of bimrocks (II). Ministry of Science and Technology, ROC (Taiwan), NSC-99-2221-E-008-060-MY3. (in Chinese) (中文:田永銘、鐘翊展、盧育辰、張顥薰、程泓皓、劉文智,併構岩體積比與力學性質之不確定性(II),中華民國科技部)
123. Tien, Y. M., Chung, Y. J., Lu, Y. C., Lin, Y. M., Chang, H. H., Yeh, D. H., Lin, H. Z., Kuo, W. M., & Zheng, F. L. (2012d). The in-situ crack investigation and the crack classification of concrete piers at TK249+814~TK266+671 of the Taiwan High Speed Rail, final report. Taiwan High Speed Rail Corporation. (in Chinese) (中文:田永銘、鐘翊展、盧育辰、林育民、張顥薰、葉東航、林宏哲、郭偉民、鄭峰麟,高鐵里程TK249+814~TK266+671墩柱混凝土裂縫現況調查及裂縫分級期末報告,台灣高速鐵路股份有限公司)
124. Tien, Y. M., Lu, Y. C., Chung, Y. J., Liu, W. C., Cheng, H. H., Lin, H. C., & Chang, H. H. (2013). Uncertainty of block volumetric proportions and mechanical properties of bimrocks (III). Ministry of Science and Technology, ROC (Taiwan), NSC-99-2221-E-008-060-MY3. (in Chinese) (中文:田永銘、盧育辰、鐘翊展、劉文智、程泓皓、林宏哲、張顥薰,併構岩體積比與力學性質之不確定性(III),中華民國科技部)
125. Tien, Y. M., Lu, Y. C., & Cheng, H. H. (2015a). Variability of mechanical properties of bimrock, The 49th U.S. Rock Mechanics/Geomechanics Symposium, San Francisco, 28 June - 1 July 2015, Paper No. 15-614.
126. Tien, Y. M., Lu, Y. C., & Hsu, K. S. (2015b). Numerical simulation of the shear behaviors of rock joints under the direct shear test, The 49th U.S. Rock Mechanics/Geomechanics Symposium, San Francisco, 28 June - 1 July 2015, Paper No. 15-613.
127. Tien, Y. M., Lu, Y. C., Cheng, H. H., & Hsu, K. S. (2015c). Variability of mechanical properties and geometrical characteristics of discontinuous heterogeneous rock masses (I). Ministry of Science and Technology, ROC (Taiwan), MOST 102-2221-E-008-080. (in Chinese) (中文:田永銘、盧育辰、程泓皓、許凱翔,不連續異質性岩體力學性質與幾何特性之變異性(I),中華民國科技部)
128. Tien, Y. M., Lu, Y. C., & Hsu, C. J. (2015d). Variability of mechanical properties and geometrical characteristics of discontinuous heterogeneous rock masses (II). Ministry of Science and Technology, ROC (Taiwan), MOST 103-2221-E-008-057. (in Chinese) (中文:田永銘、盧育辰、許哲睿,不連續異質性岩體力學性質與幾何特性之變異性(II),中華民國科技部)
129. Tien, Y. M., Wang, C. Y., Huang, W. C., Liu, C. Y., Wang, H. L., Liu, Y. H., Chung, Y. J., Lu, Y. C., Lin, Y. Z., & Ma, C. Y. (2015e). The study of AAR deterioration of highway concrete bridges in eastern Taiwan, 1st year final report. Diretorate General of highways, ROC (Taiwan). (in Chinese) (中文:田永銘、王仲宇、黃偉慶、劉正毓、王顥霖、劉永欣、鐘翊展、盧育辰、林奕佐、馬承砡,臺灣東部公路橋梁混凝土之鹼質粒料反應傷害之研究,第一年期末報告,中華民國交通部公路總局)
130. Tien, Y. M., Lu, Y. C., & Hsu, C. J. (2016a). The uncertainty of fracture intensity measurement in rock mass, The 40th National Conference on Theoretical and Applied Mechanics, Hsinchu, Taiwan. (in Chinese) (中文:田永銘、盧育辰、許哲睿,裂隙程度量測之不確定性,中華民國力學學會第四十屆全國力學會議)
131. Tien, Y. M., Hsu, C. J., Lu, Y. C., Farichah, H., & Chen, C. J. (2016b). Variability of mechanical properties and geometrical characteristics of discontinuous heterogeneous rock masses (III). Ministry of Science and Technology, ROC (Taiwan), MOST 104-2221-E-008-089. (in Chinese) (中文:田永銘、許哲睿、盧育辰、法麗佳、陳虹君,不連續異質性岩體力學性質與幾何特性之變異性(III),中華民國科技部)
132. Tien, Y. M., Lu, Y. C., Hsu, C. J., & Farichah, H. (2017). Geometrical and Mechanical Representative Elementary Volume and Mechanical Properties of Fractured Rock Masses. Ministry of Science and Technology, ROC (Taiwan), MOST-102-2221-E-008-026. (in Chinese) (中文:田永銘、盧育辰、許哲睿、法麗佳,裂隙岩體幾何與力學之表徵單元體及其力學性質,中華民國科技部)
133. Timoshenko, S. P., & Goodier, J. N. (1970). Theory of Elasticity, 3rd ed. New York, McGraw-Hill Book Company Inc.
134. Tsai, W. C. (2003). The fabrication, surface images and mechanical properties of macroscopically isotropic Melanges, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:蔡文傑,巨觀等向性混成岩製作表面影像與力學性質,國立中央大學碩士論文)
135. Tsesarsky, M., Hazan, M., & Gal, E. (2014). Estimating the elastic moduli and isotropy of block inmatrix (bim) rocks by computational homogenization. Engineering Geology, 200, 58-65.
136. Vazaios, I., Farahmand, K., Vlachopoulos, N., & Diederichs, M. S. (2018). Effects of confinement on rock mass modulus: A synthetic rock mass modelling (SRM) study. Journal of Rock Mechanics and Geotechnical Engineering. DOI: 10.1016/j.jrmge.2018.01.002.
137. Wackerly, D. D., Mendenhall, W. lll, & Scheaffer, R. L. (2008). Mathematical statistics with applications, (7th ed.). Belmont, CA, USA, Thomson Learning, Inc.
138. Wang, X. (2005), Stereological interpretation of rock fracture traces on borehole walls and other cylindrical surfaces, Doctoral dissertation, Department of Civil & Environmental Engineering, Virginia Polytechnic Institute and State University, VA, USA.
139. Wei, Z. Q., Egger, P., & Descoeudres, F. (1995). Permeability prediction for jointed rock masses. International Journal of Rock Mechanics and Mining Sciences, 32, 251-261.
140. Wu, Q., Kulatilake, P. H. S. W. (2012). REV and its properties on fracture system and mechanical properties and an orthotropic constitutive model for a jointed rock mass in a dam site in China. Computers and Geotechnics, 43, 124-142.
141. Wu, T. H. (2010), Uncertainty in estimation of volumetric block proportion by using scanline method -Analytical solution and demonstrate, Master’s thesis, Department of Civil Engineering, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:鄔定樺,掃描線法量測體積比之不確定性-解析解及驗證,國立中央大學碩士論文)
142. Xia, J., Gao, W., Hu, R., & Sui, H. (2017). Influence of strength difference between block and matrix on the mechanical property of block-in-matrix soils: An experimental study. Electronic Journal of Geotechnical Engineering, 22, 2411-2426.
143. Xia, L., Zheng, Y., & Yu, Q. (2016). Estimation of the REV size for blockiness of fractured rock masses. Computers and Geotechnic, 76, 83-92.
144. Xu, W. J., Xu, Q., & Hu, R. L. (2011). Study on the shear strength of soil-rock mixture by large scale direct shear test. International Journal of Rock Mechanics & Mining Sciences, 48, 1235-1247.
145. Yang, J. P., Chen, W. Z., Yang, D. S., & Yuan, J. Q. (2015). Numerical determination of strength and deformability of fractured rock mass by FEM modeling. Computers and Geotechnic, 64, 20-31.
146. Zhang, G. K., & Xu, W. Y. (2008). Analysis of joint network simulation method and REV scale. Rock Soil Mech, 29, 1675-1680.
147. Zhang, W., Chen, J. P., & Liu, C. (2012). Determination of geometrical and structural representative volume elements at the Baihetan Dam site. Rock Mechanics and Rock Engineering, 45, 409-419.
148. Zhao, Y. R. (2014). Determining joint patches of outcrop discontinuities by LiDAR point cloud data and field image, Master’s thesis, Graduate Institute of Applied Geology, National Central University, Taoyuan, Taiwan. (in Chinese) (中文:趙奕然,利用LiDAR點雲及影像資料決定露頭節理結合面之研究,國立中央大學碩士論文)
149. Zhu, D. L. (2003), Estimation of REV and deformation and strength of jointed rock masses, Dissertation, Chinese Academy of sciences, Wuhan. |