1.李崇正、洪汶宜,「離心模型試驗簡介」,國家地震工程研究中心簡訊,第79期,第 1-2 頁 (2011)
2.林育槿,「以分離元素法與離心模型試驗探討順向坡滑動行為」,碩士論文,國立中央大學土木工程學系,桃園 (2016)3.林劭儒,「逆向斜交坡中不同節理組特性對楔形岩體變形及破壞機制影響之探討」,碩士論文,國立台灣大學土木工程學系,台北 (2019)4.翁孟嘉、鄭富書、黃燦輝、蔡立盛,「木山層砂岩之變形特性探討」,第九屆大地工程學術研討會論文集,桃園 (2001)。
5.莊庭鳳,「以分離元素法探討板岩邊坡變形機制」,碩士論文,國立高雄大學土木與環境工程學系,高雄 (2014)6.黃鎮臺、夏龍源,「北部濱海公路南雅里路段邊坡崩塌個案之研究」,礦冶,第34卷,第4期,第 89-94 頁 (1990)。
7.黃鑑水,臺灣地質圖說明圖幅第四號-臺北,經濟部中央地質調查所 (1988)。
8.鄭皓文,「以數值模型與離心模型試驗探討含二組正交節理之逆向坡變行及破壞行為」,碩士論文,國立中央大學土木工程學系,桃園 (2019)9.羅宇軒,「以隨機產生之岩石節理面進行數值模擬與直剪試驗」,碩士論文,國立中央大學土木工程學系,桃園 (2018)10.Aydan, Ö., “Large Rock Slope Failures Induced by Recent Earthquakes,” Rock Mechanics and Rock Engineering, Vol. 49, pp. 2503-2524 (2016).
11.Chigira, M., “Long-term gravitational deformation of rocks by mass rock creep,” Engineering Geology, Vol. 32, No. 3, pp. 157-184 (1992).
12.CloudCompare (Version 2.10.2)(Software). (2019) GPL software Retrieved from http://www.cloudcompare.org/
13.Dershowitz, W.S., and Herda, H.H., “Interpretation of fracture spacing and intensity ,”Proceedings of the 33rd US Symposium on Rock Mechanics, Santa Fe, NM, pp. 757-766 (1992).
14.Feng, P., and Lajtai, E.Z., “Probabilistic treatment of the sliding wedge with EzSlide,” Engineering Geology, Vol. 50, pp. 153-163 (1998).
15.Itasca Consulting Group, Inc. (2003). 3DEC User’s Manual. Minneapolis, MN: Itasca Consulting Group Inc.
16.Kumsar, H., and Aydan, Ö., and Ulusay, R., “Dynamic and static stability assessment of rock slopes against wedge failures,” Rock Mechanics and Rock Engineering, Vol. 33, No. 1, pp. 31-51 (2000).
17.Riquelme, A. J., and Abellán, A. and Tomás, R., “Discontinuity spacing analysis in rock masses using 3D point clouds,” Engineering geology, Vol. 195, pp. 185-195 (2015).
18.Stead, D., and Wolter, A., “A critical review of rock slope failure mechanisms: The importance of structural geology,” Journal of Structural Geology, Vol. 74, pp. 1-23 (2015).
19.Wyllie, D.C., and Mah, C.W., Rock Slope Engineering, Spon Press, London and New York, pp. 153-175 (2004).