1.王鑫,台灣的地形景觀,渡假出版社(1990)。
2.許世宗、李明慶和廖洪鈞,「承壓式地錨荷重的傳遞和摩擦力的分佈」,第七屆大地工程研討會,第423~430頁,台灣(1997) 。
3.中國土木水利工程學會,地錨設計與施工準則暨解說,第三版,科技圖書有限公司,2001。
4.黃曉屏,「卵礫石層中垂直地錨之錨碇行為」,朝陽科技大學碩士學位論文,台中,2004。5.許世宗和吳俊茂,「淺層卵礫石層中垂直地錨錨碇行為之現場試驗研究」,中國土木水利工學刊,第十六卷,第三期,第527~532頁,2004。
6.許世宗,「砂土中垂直地錨之錨碇行為」,國立台灣工業技術學院博士論文,台北(1995) 。7.褚炳麟,「台地礫石堆積層與頭嵙山礫石層之現地直接剪力試驗研究」,第三屆大地工程研討會,第695~706頁(1989)。
8.Itasca Consulting Group, Inc, FLAC3D:Fast Lagrangian Analysis of Continua in 3 Dimensions, Version 2.0, Vol. Ⅰ~Ⅳ, Minnesota, 1997.
9.Littlejohn, G. S. “Soil Anchors.” ICE Conference on Ground Engineering, London, pp.33~44 (1970).
10.許世宗,「台中會展中心抗浮地錨現場試驗結案報告書」,朝陽科技大學營建工程系附屬專業服務中心,編號:9611B01.SO,台中,2007。
11.Kulhawy, F. H., “Uplift Behavior of Shallow Soil Anchor-An Overview,” Proceedings of a Session Sponsored by the Geotechnical Engineering Division, ASCE, New York, pp.1~25, 1985.
12.Thorne, C. P., “Penetration and Load Capacity of Marine Drag Anchors in Soft Clay.” Journal of Geotechnical and Geoenvironmental Engineering, Vol.124, N.10, pp.945~953, 1998.
13.FIP Commission on Practical Construction, Recommendations for the Design and Construction of Prestressed Concrete Ground Anchors, FIP, Wexham Springs, pp.31 (1982).
14.Su, W. and Fragaszy, R. J., “Uplift Testing of Model Anchors.” Journal of Geotechnical Engineering Division, ASCE, Vol. 114, No. 9, pp. 961~983, 1988.
15.廖洪鈞,「土壤中葉片擴孔式擴座地錨之錨碇力」,中華民國第三屆大地工程學術研討會論文集,第617~681頁,1989。
16.許世宗和盧錫煥,「變直徑擴座地錨在粉土質細砂中之錨碇行為」,中華民國第六屆大地工程學術研討會論文集,第515~524頁,1995。
17.許世宗和廖洪鈞,「沈泥質砂土中錐形擴座地錨之錨碇行為」,中國土木水利工程學刊,第十四卷,第三期,第393~404頁,2002。
18.王劍虹,「淺談高壓噴射灌漿工法」,地工技術雜誌,第8期,第88-93頁,1984。
19.Hobst, L., and Zajic, J. Z., Anchoring in Rock and Soil, Elsvier Scientific Publishing Company, New York (1983).
20.Meyerhof, G. G. and Adams J. I., “The Ultimate Uplift Capacity of Foundations.” Canadian Geotechnical Journal, Vol. 5, pp. 225~244, (1968).
21.Hsu, S. T., and Liao, H. J., “Uplift Behavior of Cylindrical Anchors in Sand.”, Candian Geotechnical Journal, Vol.35, No.1, pp.70~80 (1998).
22.廖洪鈞、陳珍貴和張光甫,「緊密砂土中地錨間距對擴座地錨錨碇行為影響之研究」,中國土木水利工程學刊,第五卷,第一期,第45~55頁,1993。23.廖洪鈞,「砂土中單段錨碇端受力行為和群錨行為之研究」,國科會專題研究報告,NSC80-0410-E-011-16,台北(1992)。
24.Turner, J. P. and Kullhawy, F. H., “Drained Uplift Capacity of Drilled Shafts under Repeated Axial Loading.”, Journal of Geotechnical Engineering Division, ASCE, Vol.116, No.3, pp.470~491 (1990).
25.Hsu, S. T., and Liao, H. J., “Uplift Behaviour of Cylindrical Anchors in Sand,” Canadian Geotechnical Journal, Vol. 35, No. 1, pp.70~80, 1998.
26.日本土質工學會,「グラウンドアンカ-設計,施工基準,同解說」,1990。
27.Danziger F. A. B. and Danziger B. R. and Pacheco M. P. “The Simultaneous use of Piles and Prestressed Anchors in Foundation Design.” Engineering Geology, Vol.87, Issuse 3-4, pp.163~177 (2006).
28.江易昇,「粉土質砂土中多段錨碇式群錨之垂直受力行為」,朝陽科技大學碩士學位論文,台中(2009)。29.Ostermayer, H. and Scheele, F., “Research on Ground Anchors in Noncohesive Soils.” Speciality Session No. 4, 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, pp.92~97 (1977).
30.Shields, O. R., Schnabel, H. and Weatherby, D. E., “Load Transfer in Pressure Injected Anchors.” Journal of Geotechnical Engineering Division, ASCE, No. GT9, pp.1183~1196 (1978).
31.廖洪鈞和許世宗,「緊砂中壓力式垂直擴座地錨錨碇端之受力行為」,中國土木水利工程學刊,第六卷,第二期,第137~148頁(1994)。
32.林煜融,「台北盆地中摩擦型地錨之受力行為」,朝陽科技大學碩士學位論文,台中(2001)。33.Liao, H. J., Ou, C. D. and Hsu, S. C., “Anchorage Behavior of Shaft in Alluvial Soil.”, Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 7, pp.526~533 (1996).
34.許世宗和廖洪鈞,「砂土中多段錨碇承壓式地錨之錨碇行為」,中國土木水利工程學刊,第十二卷,第一期,第91~100頁(2000)。
35.廖洪鈞和蕭江寧,「台灣地區主要地層中地岩錨之施工方式和錨碇行為研究」,財團法人台灣營建研究中心研究報告,No.TR-78013,1996。
36.莊昀融,「卵礫石層中單錨與群錨之垂直受力行為」,朝陽科技大學碩士學位論文,台中,2010。37.沈崑章,「塑性指數對卵礫石土軸向壓縮及軸向伸張抗剪強度之影響」,國立中興大學碩士論文,台中,2002。38.鄧屬予,「台灣卵礫石層的地質背景」,地工技術,第55期,第7頁(1996)。39.褚炳麟,「台灣地區麓山帶與台地礫石材料性質初步研究」,土木水利季刊,第九卷,第二期,第73~86頁,1982。40.洪如江,「複合土工程性質之初步研究」,台大工程學刊,第23 期,第1~12頁,1978。41.張吉佐、陳逸駿、嚴世傑、蔡宜璋,「台灣地區中北部卵礫石層工程性質及施工探討」,地工技術,第55 期,第35~46頁,1996。42.蔡明欣、陳錦清、王銘得,「台灣西部地區卵礫石層現地抗剪強度研究」,國際卵礫石層地下工程研討會,第1-21~1-30頁,1995。
43.黃崇仁、司徒銳文,「台灣大肚山台地卵礫石層承載特性調查實例」,國際卵礫石層地下工程研討會,第1-41~1-50頁,1995。
44.經濟部中央地調所,「苗栗三義地區坡地砂石堆積層開發規劃報告」,礦物局委託專案計畫(1987)。
45.Duncan, J. M., Byrne, P., Wong, K. S. and Mabry, P., “Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analysis of Stress and Movments in Soil Masses.” Report No. UCB/GT/80-1, University of California Berkeley, California, 1980.
46.Duncan, J. M. and Chang, C. Y. “Nonlinear Analysis of Stress and Strain in Soils.” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 96, No. SM5, pp. 1629~1653, 1970.
47.Rowe, P. W., “The Relation between the Shear Strength of Sand in Triaxial Compression, Plane Strain and Direct Shear.” Geotechnique, Vol. 19, No. 1, pp.75~86, 1969.
48.Janbu, N., “Soil Compressibility as Determined by Oedometer and Triaxial Tests.” European Conference on Soil Mechanics and Foundation Engineering, Wissbaden, Germany, Vol. 1, pp.19~25, 1963.
49.Miura, S. and Toki, S., “A Sample Preparation Method and Its Effecton Static and Cyclic Deformation-Strength Properties of Sand.” Soils and Foundations, Vol. 22, No. 1, pp.61~77, 1982.
50.Vermeer, P. A. and deBorst, R., “Non-associated Plasticity for Soils, Concrete and Rock.” Heron, Vol. 29, No. 3, pp.5~64, 1984.
51.Rowe, P. W. “The Relation between the Shear Strength of Sand in Triaxial Compression, Plane Strain and Direct Shear.” Geotechnique, Vol. 19, No. 1, pp.75~86. (1969).
52.彭文斌,「FLAC 3D 實用教程」,機械工業出版社,北京,2007。