[1]中國大百科全書編輯委員會-土木工程編輯委員會，「中國大百科全書-土木工程」，北京，中國大百科全書出版社，(1987)。
[2]Vidal, H., “The Principle of Reinforced Earth,” Highway Research Record 282, pp. 1-16, (1969).
[3]Jones, C. J.F.P., Earth Reinforcement and Soil Structures, Thomas Telford, (1997).
[4]Hausmann, M.R., Engineering Principles of Ground Modification, Mcgraw-Hill, (1990).
[5]Vidal, H., “Keynote Address-The Development and Future of Reinforced Earth,” Proceedings of a Symposium on Earth Rainfoucement, ASCE Annual Convention, Pittsburgh, (1978).
[6]Yang, Z., “Strength and Deformation Characteristics of Reinforced Sand,” Ph. D. Dissertation, University of California at Los Angeles, (1972).
[7]謝坤宏，「地工格網於砂土圍壓下拉出互制行為之探討」，碩士論文，私立中原大學土木工程研究所，(1999)。[8]Schlosser, F., and Long, N. T., “Comporttement de la Terra Armee dans les Ouvrages de Soutenement,” Proceedings of 5th E. C. S. M. F. E., Madrid, Vol. 1, pp. 299-306, (1972).
[9]Schlosser, F., and Buhan, P. D., “Theory and Design Related to the Performance of Reinforced Soil Structures,” State-of-the-art Report, Proceedings of the International Reinforced Soil Conference, Glasgow, England, (1990).
[10]Bassett, R. H. and Last, H. C., “Reinforced Earth Below Footings and Embankments,” Proceeding, Symposium on Reinforced Earth, ASCE, Pittsburgh, pp. 222-231, (1978).
[11]Wrigley, C. and Lindmayer, J., “Electron Trapping Optical Memory,” Summaries of Papers Presented at the Conference on Lasers and Electro-Optics,Baltimore, U. S. A., pp. 96-96, (1989).
[12]周南山、趙紹錚等，「地工合成材料應用於加勁擋土結構之相關規範與招標措施」，研究報告100，行政院公共工程委員會，(2000)。
[13]周南山、趙紹錚等，「高速鐵路採用加勁擋土結構之可行性研究」，交通部高速鐵路工程局，(1996)。
[14]Wu, J.T.H., “Design and Construction of Low Cost Retaining Walls – The Next Generation in Technology,” Colorado Transportation Institute, U.S.A., (1994).
[15]李怡先，「地工格網與土壤互制作用之研究」，博士論文，國立台灣大學土木工程研究所，(1998)。[16]FHWA, “Geotexile Design and Construction Guildlines,” Pub. No. FHWA-HI-90-001, (1995).
[17]Koerner, R.M., “Design with Geosynthetics,” Prentice Hall, (1994).
[18]Stewart, J.E., Williamson, R., and Mohney, J. (1977), “Guidelines for Use of Fabrics in Construction and Maintenance of low –Volume Roads,” National Technical Information Service, Revised, (1983).
[19]Broms, B.B, “Design of Fabric Reinforced Retaining Structures, Proceedings of the Symposium on Earth Reinforcement,” ASCE, Pittsburgh, (1978).
[20]Broms, B.B., “Design of Fabrics as Reinforced Structure,” Symposium on Earth Reinforcement, ASCE, pp.282~304, (1987).
[21]Terzaghi, K. and Peck, R. B. “Soil Mechanics in Engineering Practice,” 2nd Edition, John Wiley and Sons, New York, (1967).
[22]Collin, J.G., “Earth Wall Design,” Dissertation submitted in partial satisfaction of the requirements for the degree of Doctor of Philosophy in Engineering, University of California at Berkeley, (1986).
[23]Bonaparte, Rudolph, Holtz, Rebert D., and Giround, J.P., “Soil Reinforcement Design Using Geotextiles and Geogrids,” Geotextile Testing and the Design Engineer, ASTM STP 952, Fluet, J.E., Jr. Ed. American Society for Testing and Materials, Philadephia, pp. 69~116, (1987).
[24]FHWA, “Mechanically Stabilizred Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines,” Pub. No. FHWA-SA-96-071, (1997).
[25]Claybourn, A.F. and Wu., J.T.H., “Geosynthetic-Reinforced Soil Wall Design,” Geotewtile and Geomembrane, pp. 707~724, (1993).
[26]Jewell, R.A., Raine,N., and Woods, R.I., “Design Methods for Steep Reinforced Engineering,” London, pp. 70~81, (1984).
[27]Duncan, J.M., Low, B.K., and Schaefer, V.R, “STABGM, Microcomputer version, A Computer Program for Slope Stability Analysis of Reinforced Embankments and Slope,” Virginia Polytechnic Institute and State Vniversity, (1985).
[28]Leshchinsky, D. and Perry, E.B, “A Design Procedure for Geotertile-Reinforced Walls,” Proceedings of the Geosynthetics ’87 Conference, New Orleans, Vo.11, pp. 95~107, (1987).
[29]Schmertmann, G.R., Chouery – Curtis, V.E., Johnson, R.D., and Bonaparte, R, “Design Chats for Geogrid- Reinforced Soil Slopes,” Proceedings of the Geosynthetics ’87 Conference, New Orleans, Vol. 1,pp. 108~120, (1987).
[30]Claybourn A.F. and Wu, J.T.H, “Case History Comparison of Geosynthetic Reinforced Soil Walls”, Geosynthetics ’91 Conference Proceeding, Feb. 26-28, Atlanta, pp. 485~494, (1991).
[31]Chou N.N.S, “Performance of Geosynthetic Reinforced Soil Walls”, Ph. D. thesis, Deporrtment of Civil, Environmental and Architectural Engineering, University of Colorado, U.S.A., (1992).
[32]廖慶隆，「高速鐵路加勁擋土結構之研究(期末報告)」，交通部高速鐵路工程籌備處，(1996)。
[33]周南山等，「加勁擋土結構設計及施工手冊」，台北市土木技師公會，(1998)。
[34]林四川、吳文隆、周功台，「邊波穩定分析程式(STABL)應用之探討」，地工技術，第四十一期，pp. 12-27，(1993)。
[35]趙紹錚、楊麗敏、劉德馨，「宜技加勁擋土牆之理論及分析」，第一屆垚淼區域永續發展研討會，中國土木水利學會東部分會，pp. 77-98，(2002a)。
[36]趙紹錚、劉德馨、楊麗敏、陳力維，「宜技加勁擋土牆之構築及監測」，第一屆垚淼區域永續發展研討會，中國土木水利學會東部分會，pp. 181-202，(2002b)。
[37]趙紹錚、陳力維，「地工合成材料加勁擋土牆之土壓力探討」，第一屆垚淼土木暨營建發展研討會，中國土木水利學會東部分會，A-09 (2003)。
[38]Christopher, B. R. and Holtz, R. D., “Geotextile Engineering Manual,” STS Consultants, LTD., Illinois, U.S.A., (1985).
[39]Collios, A., Delmas, P., Gourc, J. P. and giroud, J. P., “Experiments on Soil Reinforced with Geotextiles,” The Use of Geotextiles for Soil Improvement, pp.80 ~ 177, ASCE National Convention,(Portland, Oregon. April 17, 1980), pp. 53 ~ 73, (1980).
[40]Ingold, T. S., “A Laboratory Investigation of Soil-Geotextiles Friction,” Ground Engineering, Nov, 1984, pp. 21 ~ 28, (1984).
[41]陳榮河，「土壤-加勁材摩擦特性之研究」，研究報告，財團法人台灣營建研究中心，(1986)。
[42]李咸亨，「地工合成材料加勁擋土結構設計與施工手冊」，中華地工材料協會，(2001)。
[43]Roy E Hunt, “Geotechnical Engineering Techniques and Practices,” McGraw-Hill Book Company, (1985).
[44]Braja M. Das, Principles of Geotechnical Engineering, PWS Publishing Company, (1994).
[45]Elias, V. and Christopher, B.R., “Mechanically Stabilized Earth Walls and Reinforced Soil Slopes, Design and Construction Guidelines”, FHWA DM 82 Manual, Report No. FHWA A-SA-96-071, U.S.A., (1997).