1.Andrea Lisjak a, Daniel Figi, Giovanni Grasselli, “Fracture development around deep underground excavations: Insightsfrom FDEM modelling,” Journal of Rock Mechanics and Geotechnical Engineering, pp.493-505, (2014)
2.Bandis, S., Lumsden, A.C. and Barton, N.R., “Foundamentals of Rock Joints Deformation.” International Journal of Rock Mechanics & Mining Sciences & Geomechanics Abstract, 20 (6), pp. 249-268, (1983).
3.Bandis, S., Lumsden, A.C., Barton, N., “Experimental studies of scale effects on the shear behavior of rock joints,” Norwegian Geotechnical Institute, Publication No.:162, Oslo, Norway, pp. 1-21, (1986).
4.Goodman, R. E. “Introduction to Rock Mechanics,” 2nd Ed., John Wiley&Sons, New York (1989).
5.Hoek,E., and Brown, E.T., “Underground Excavations in Rock,” The Institution of Mining and Metallurgy, London. (1980a)
6.Hoek,E., and Brown, E.T., “Empirical Strength Criterion for Rock Masses,” Journal of the Geotechnical Engineering Division, pp.1013-1033,(1980b)
7.Hoek. Martin“Fracture initiation and propagation in intact rock e A review,” Journal of Rock Mechanics and Geotechnical Engineering, pp. 287-300, (2014)
8.Itasca Consultin Group. UDEC (Universal Distinct Element Code) Version 4.0. Minneapolis, Minnesota (2004).
9.Jaeger, J.C., “Shear failure of anisotropic rock,” Geo. Mag., 97, pp. 65-72, (1960).
10.Kulitilake, P. H., Ucpirti, S. W., Wang, H. S., Radberg, G. and Stephansson, O., “Use of the Distinct Element Method to Perform Stress Analysis in Rock with Non-persistent Joints and to Study the Effect of Joint Geometry Parameters on the Strength and Deformability of Rock Masses,” Rock Mechanics and Rock Engineering 25(4), pp. 253-274 (1992).
11.Lama, R.D. and Vutukuri V.S., “Hand Book on Mechanical Properties of Rock.” Trans Tech Publications, Germany (1978)
12.Majid Noorian Bidgoli, Zhihong Zhao, Lanru Jing, “Numerical evaluation of strength and deformability of fractured rocks,” Journal of Rock Mechanics and Geotechnical Engineering, pp.419-430, (2013)
13.Nick Barton, Baotang Shen, “Risk of shear failure and extensional failure around over-stressed excavations in brittle rock,” Journal of Rock Mechanics and Geotechnical Engineering, pp.210-225, (2017)
14.R. Pusch, “Rock Mechanics on a Geological Base,” Elsevier, (1994)
15.SKB, “Numerical modelling of fracture displacements due to thermal load from a KBS-3 repository.” TR-02-08 (2002).
16.台灣電力公司,「我國用過核子燃料最終處置初步技術可行性評估報告」,(2009)。
17.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,台北,(2008)。18.陳思宇,「圓形隧道於單一節理岩體中開挖之力學行為探討」,碩士論文,國立台灣科技大學營建工程研究所,臺北,(2015)。19.連于榛,「不同節理分佈與不同初始應力作用對馬蹄形隧道開挖之應力與應變探討」,碩士論文,國立台灣科技大學營建工程研究所,臺北,(2016)。20.楊長義、黃燦輝,「人工規則節理岩體單軸壓力強度之研究」,中國土木水利工程學刊,第七卷,第四期,中國土木水利工程學會,(1995)。21.鄺寶山、王文禮,「FLAC程式於隧道工程之實例分析」,地工技術雜誌,第41期,第50-61頁,(1993)。22.龔台慶,「節理傾角、地下水及開挖工法對隧道開挖變形行為影響之探討」,碩士論文,國立台灣科技大學營建工程研究所,臺北,(2001)。