[1]行政院農業委員會水土保持局網站,“業務統計-統計年報統計表-台灣地區山坡地面積”,https://www.swcb.gov.tw/Statistics/。
[2]中央氣象局網站, “災害地震-災害地震總彙-1901-2000的災害性地震列表”, http://scweb.cwb.gov.tw/。
[3]潘國樑,“順向坡不足懼”,大地技師,第11期,第14-21頁,2015。
[4]廖志中、潘以文、林志平、唐禎國、黃玉麟、羅文驤,”梨山崩坍區大規模崩積地層之形成機制”,中華水土保持學報第42卷,第4期,第303-312頁,2011。
[5]Goodman, R.E., and Kieffer, D.S., “Behavior of Rock in Slope,” J Geotechnical Eng (ASCE), 126 (8), pp. 675-684, 2000.
[6]吳淵洵,周南山,“臺灣山區道路邊坡災害及搶修處理工法之探討”,臺灣公路工程,第32卷第12期,第2-32頁,2006。
[7]Turner, A. Keith, and Schuster, RobertL., Landslides—Investigation and mitigation: National Research Council,Transportation Research Board Special Report 247, National Academy Press, Washington, D.C., 673 p. 1996.
[8]Hoek, E., Bray, J.W. “Rock Slope Engineering”, Revised 3rd edition, pp. 257 - 270, 1981.
[9]Goodman, R. E. “Introduction to Rock Mechanics,” 2nd Ed., Chap. 8, pp.293~339, John Wileyand Sons, 1989.
[10]Goodman, R.E., R.L. Taylar and T.L. Brekke, “A model for the mechanics of jointed rock,” Journal of the Soil Mechanics and Foundations Divisions, Vol. 94, pp. 637-659 , 1968.
[11]Goodman, R. E. and Bray, J. “Toppling of rock slopes.”, ASCE, Proc. Specialty Conf. on Rock Eng. for Foundations and Slopes, Boulder, CO, 2, 201–234, 1976.
[12]Bandis, S.C., A.C. Lumsden and N.R. Barton, “Fundamentals of rock joint deformation, ” International Journal Rock Mechanics Mining Science and Geomechanics Abstracts, Vol. 20, pp. 249-268 , 1983.
[13]Bott, M.H.P., “The mechanics of oblique slip faulting,” Geological Magazine, Vol. 96, No. 2, pp. 109-117, 1959.
[14]Jaeger, J.C., “Shear failure of anisotropic rocks,” Geological 126 Magazine, Vol. 97, No. 1, pp. 65-79, 1960.
[15]Mclamore, R. and K.E. Gray, “The mechanical behavior of anisotropic sedimentary rocks,” Journal Engineering for Industry, Transactions of the ASME, series B, Vol. 89, No. 1, pp. 62-73, 1967.
[16]Adhikary, D.P., Dyskin, A.V., Jewell, R.J., and Stewart, D.P., “A Study of the Mechanism of Flexural Toppling Failure of Rock Slopes,” Rock M echanics And Rock Engrg, Vol. 30, No. 2, pp. 75-93, 1997.
[17]李瑋埼,「利用UDEC探討節理岩體之破壞行為」,淡江大學土木工程研究所碩士論文,台北,1999。[18]Bamford, W.E., “Anisotropy,and the natural variability of rock propertics, ” Foundations on Rock,Engineering Practice, Second Edition, pp.61-93 , 1976.
[19]Yang, Z.Y., J.M. Chen, , and T.H. Hung, “Effect of joint sets on the strength and deformation of rock mass models,” International Journal Rock Mechanics and Mining Science, Vol. 35, No. 1, pp. 75-84, 1998.
[20]楊長義,「模擬規則節理岩體強度與變形性之研究」,國立台灣大學土木工程研究所博士論文,台北,1991。[21]陳冠志,「逆向岩坡傾覆破壞之分析與應用」,中原大學土木工程研究所,碩士論文,中壢,2000。[22]Aydan,Ö., Amini, M. “An experimental study on rock slopes against flexural toppling failure under dynamic loading and some theoretical considerations for its stability assessments”, The school of marine science and technology Tokai university, 7(2): 25-40, 2009.
[23]朱澄偉,「逆向坡之傾覆破壞物理模型分析研究」,國防大學理工學院環資系軍工組碩士論文,桃園,2018。[24]魏倫瑋、李璟芳、黃凱韋、林銘朗、陳宏宇、紀宗吉、林鍚宏,“基隆市斗子落石災害之機制探討”,工程環境會刊,第32期,第73-90頁,2014。
[25]S.Bandis, A. C. Lumsden, N.R.Barton, “Experimental studies of Scale Effects on the Shear Behaviour of Rock Joints.”, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Volume 18, Issue 1, Pages 1-21, 1981.
[26]林景民,「軟弱岩石之應力應變與屈服行為」,國立交通大學土木工程研究所碩士論文,新竹,2001。[27]Gu, D. Z., Jafari, M. R. and Mostyn, G., “An artificial soft rock for Soil-Soft Rocks, Anagnostopoulos et al., Balkema, Rotterdam, pp. physical modeling, ” Proceedings of Geotechnical Engineering of Hard 517-524. (1993)
[28]Wyllie, D.C., Foundations on Rock. E & FN Spon, New York, p. 40(1992)
[29]黃魁銓,「規則節理岩坡鐵塔加載之工程行為探討」,國立臺灣科技大學土木工程研究所碩士論文,台北,2014。[30]Tsaparas, I., Rahardjo, H., Toll, D. G., and Leong, E. C.,“Controlling Parameters for Rainfall-Induced Landslides,” Computers and Geotechnics, Vol.29, No.1, pp.1-27, 2002.
[31]林銘郎、吳文隆、周坤賢、楊智堯、王景平,“台灣坡地災害地理區位類型及整治案例探討”,中華技術專題報導,第77期,第43-53頁,2008。