參考文獻 |
1. 田永銘、王仲宇、王仁正、賴逸少,「人造異向性岩體製作及其力學性質(I)」,行政院國家科學委員會專題研究計畫成果報告,中壢(1995)。
2. 田永銘、許宗傑、陳慶洪,「人造異向性岩體製作及其力學性質(II)」,行政院國家科學委員會專題研究計畫成果報告,中壢(1996)。
3. 田永銘、趙柏烽、楊世和,「人造異向性岩體製作及其力學性質(III)」,行政院國家科學委員會專題研究計畫成果報告,中壢(1997)。
4. 李宏輝,「砂岩力學行為之微觀機制-以個別元素法探討」,博士論文,國立臺灣大學土木工程研究所,臺北(2008)。
5. 黃宗義,「人造互層岩體之組成律及破壞準則」,碩士論文,國立中央大學土木工程研究所,中壢(1994)。
6. 郭明傳,「複合岩體之岩塊體積比量測及其力學行為」,博士論文,國立中央大學土木工程研究所,中壢(2005)。
7. Barton, N. R., “The shear strength of rock and rock joints,” International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts, Vol. 13, No. 10, pp. 1-24 (1976).
8. Donath, F. A., “Strength variation and deformation behavior in anisotropic rock,” In State of Stress in the Earth’s Crust, Eds. Judd, W.R., Elsevier, Amsterdam, pp. 280-297 (1964).
9. Esmaieli, K., and Hadjigeorgiou, J., and Grenon, M., “Estimating geometrical and mechanical REV based on synthetic rock mass models at Brunswick Mine, ”International Journal of Rock Mechanics & Mining Sciences, Vol.47,pp.910-926 (2010).
10. Elkadiand, A.S.K. and Yenigul, N.B., “Experimental and Numerical Investigation into Stress Induced Failure in Hollow-Cylinder Tests and Its Size Dependence,” International Conference on Advances in Geotechnical Engineering, (2011).
11. Holt, R.M., and Kjolaas, J., and Larsen ,I., and Lib, L., and Gotusso Pillitteri, A., and Sonstebo ,E.F., “Comparison between controlled laboratory experiments and discrete particle simulations of the mechanical behaviour of rock, ” International Journal of Rock Mechanics & Mining Sciences, Vol.42,pp.985-995 (2005).
12. Hadjigeorgiou, J., and Esmaieli ,K., and Grenon,M., “Stability analysis of vertical excavations in hard rock by integrating a fracturesystem into a PFC model, ”Tunnelling and Underground Space Technology, Vol.24,pp.296-308 (2009).
13. Hoek, E. and Brown, E.T., Underground Excavations in Rock, Institution of Mining and Metallurgy, London, pp. 137-162 (1980).
14. Hoek, E., “Strength of jointed rock masses,” 23rd Rankine Lecture,
Geotechnique, Vol. 33, No. 3, pp. 187-223 (1983).
15. Hoek, E., and Brown, E. T., “The Hoek-Brown failure criterion, In rock engineering for underground excavations,” Proc. of 15th Canadian rock mech.Symp., Eds Curran, J. C., pp. 31-38 (1988).
16. Itasca Consulting Group, Particle Flow Code in3 Dimensions,Version 4.0.,Itasca Consulting Group Inc., Minneapolis, USA (2008).
17. Jung, W.P., and Jae, J.S., “Numerical simulation of a direct shear test on a rock joint using a bonded-particle model, ” International Journal of Rock Mechanics & Mining Sciences, Vol.46,pp.1315-1328 (2009).
18. Jaeger, J.C., “Shear failure of anisotropic rocks,” Geol. Mag., Vol. 97, pp. 65-72 (1960).
19. McLamore, R., and Gray, K. E., “The mechanical behavior of anisotropic sedimentary rocks,” Journal of Engineering for Industry, Trans. of the ASME,Vol. 89, pp. 63-73 (1967).
20. Potyondy, D.O., and Cundall, P.A., “A bonded-particle model for rock, ” International Journal of Rock Mechanics & Mining Sciences, Vol.41,pp. 1329-64 (2004).
21. Potyondy,D.O., “Simulating stress corrosion with a bonded-particle model for rock, ” International Journal of Rock Mechanics & Mining Sciences, Vol.48,pp.677-691 (2007).
22. Sadek, M.A., and Chen, Y., and Liu, J., “Simulating shear behavior of a sandy soil under different soil conditions, ”Journal of Terramechanics Vol.48,pp.451-458 (2011).
23. Su ,O, and Akcin N. A., “Numerical simulation of rock cutting using the discrete element method, ” International Journal of Rock Mechanics & Mining Sciences, Vol.48,pp.434-442 (2011).
24. Tien, Y. M., and Tsao, P. F., “Preparation and mechanical properties ofartificial transversely isotopic rock,” International Journal of Rock mechanics and Mining Sciences, Vol. 37, pp. 1001-1012 (2000).
25. Tien, Y. M., and Kuo, M. C., “A failure criterion for transversely isotropic rocks,” International Journal of Rock mechanics and Mining Sciences, Vol.38, pp. 399-412 (2001).
26. Tien, Y. M., and Kuo, M. C., and Juang, C. H., “An experimental investigation of the failure mechanism of simulated transversely isotropic rocks,” International Journal of Rock mechanics and Mining Sciences, Vol.43, pp. 1163-1181 (2006).
27. Wang, Y, and Tonon, F., “Modeling Lac du Bonnet granite using a discrete element model, ” International Journal of Rock Mechanics & Mining Sciences, Vol.46,pp.1124-1135 (2009).
28. Wang ,C., and Tannant ,D.D., and Lilly P.A., “Numerical analysis of the stability of heavily jointed rock slopes using PFC2D, ” International Journal of Rock Mechanics & Mining Sciences, Vol.40,pp.415-423 (2003).
29. Whittles ,D.N., and Kingman, S., and Lowndes, I., and Jackson, K. , “Laboratory and numerical investigation into the characteristics of rock fragmentation, ” Minerals Engineering Vol.19,pp.1418-1429 (2006).
30. Zhang, Q., and Zhu, H., and Zhang, L., and Ding, X., “Study of scale effect on intact rock strength using particle flow modeling, ” International Journal of Rock Mechanics & Mining Sciences, Vol.48,pp.1320-1328 (2011). |