[1] 徐造華,「高強度水工混凝土摻加飛灰之耐磨性及裂紋防制」,國立中興大學土木工程研究所,博士論文,2006。[2] ACI 210R-93 Erosion of Concrete in Hydraulic Structures.
[3] D. Plum, F. Xufei, “A rock and a hard place”, International Water Power & Dam construction, pp. 30-33, July 1996.
[4] N. Papenfus, “Applying Concrete Technology to Resistancen, Proceedings of the 7th International Conference on Concrete Block Paving (PAVE AFRICA 2003)”, October 2003.
[5] T. C. Liu, “Abrasion Resistance Of Concrete”, ACI Journal, 78(5), pp. 341-350, 1981.
[6] P. Laplante, P. C. Aitcin, and D. Vexina, “Abrasion Resistance of Concrete”, Journal of Material in Civil Engineering, Vol. 3, No. 1, February, 1991.
[7] 顏聰、劉玉雯等,「高強度混凝土耐磨性及工程力學特性之研究」,台灣電力公司研究計畫,2000。
[8] 顏聰、劉玉雯等,「耐撞擊磨耗之水工構造物表層材料研發」,台灣電力公司研究計畫,2003。
[9] T. C. Holland and R. A. Gutschow, “Erosion Resistance with Silica-Fume Concrete”, Concrete lnternational, pp. 32-40, March 1987.
[10] P. J. Tikalsky, P. M. Carrasquillo, and R. L. Carrasquilgo. “Strength and Durability Considerations Affecting Mix Proportioning of Concrete Containing Fly Ash”. ACI Materials Journal, V85, No. 6, pp. 505-511, November-December 1988.
[11] T. R. Naik, S. S. Singh, and M. M. Hossain. “Abrassion Resistance Of High-Strength Concrete Made with Class C Fly Ash”. ACI Materials Journal V92, No. 6, pp. 649-659, November-December 1995.
[12] A. Nanni, “Abrasion Resistance of Roller Compacted Concrete”. ACI Materials Journal, V86, No. 6, pp. 559-565, November-December 1989.
[13] A. Bilodeau and V. M. Malhotra Concrete in Corporating High Volumes of ASTM Class F Fly Ashes: Mechanical Properties and Resistance to Deicing Salt Scaling and to Chloride-Ion Penetration. Fly Ash, Silica Fume, and Natural Pozzolans in Concrete. V. M. Malhotra, Ed. Proceedings, Fourth International Conference. ACI SP-132, pp. 319-349, 1992.
[14] R. Siddique. “Effect of fine aggregate replacement Wth Class F fly ash on the abrasion resistance of concrete”. Cement and Concrete Research 33, pp. 1877-1881, 2003.
[15] M. Sadegzadeh, C. L. Page and R. J. Kettle. “Surface microstructure and abrasion resistance of concrete”. Cement and Concrete Research 17(4), pp. 581-590, 1987.
[16] M. Sonebi and K. H. Khayat,“Testing Abrasion Resistance of High-Strength Concrete”, Cement, Concrete, and Aggregates, pp. 34-43, 2001.
[17] Annual Book of ASTM C418-98, “Standard Test Method for Abrasion Resistance of Concrete by Sandblasting”, Vol 04.02, 1998.
[18] Annual Book of ASTM C779-00, “Standard Test Method for Abrasion Resistance of Horizontal Concrete Surfaces”, Vol 04.02, 2000.
[19] Annual Book of ASTM C1138-97,“Standard Test Method for Abrasion Resistance of Concrete (Underwater Method)”, Vol. 04.02, 1997.
[20] 台灣電力公司,「鯉魚潭水庫士林水力發電工程竣工報告」,
2002。
[21] 台灣電力公司,「新武界引水工程第I-A標栗栖壩與進水口土木工程
技術規範」,2003。
[22] 台灣電力公司,「和平溪碧海水力發電工程第IA標南溪壩與進水口
土木工程技術規範」,pp. 5-45,200l。
[23] AC ComTttee 363, “State-of-the-Art Report on High-Strength Concrete”, ACI 363R-92 (Reapproved 1997) , 1997.
[24] A. M. Neville, “Properties of Concrete”, Fourth Edition, 1995.
[25] S. Mindess, J. F. Young, and D. Darwin, “Concrete”, Second Edition, 2003.
[26] G. Escadeillas and J. C. Maso, “In Advances in Cementitious Materials. Mindess, Second Edition, pp. 169-184, 1991.
[27] Federal Highway Administration and the Silica Fume Association, “Silica Fume User''s Manual”, 2005.
[28] A. Elsharief, M. D. Cohen, J. Olek, “Influence of aggregate size, water cement ratio and age on the microstructure of the interracial transition zone”, Cement and Concrete Research 33, pp. 1837-1849, 2003.
[29] J. P. Ollivier, J. C. Maso, and B. Bourdette, “Intel-facial Transition Zone in Concrete”, ADVANCED CEMENT BASED MATERIALS, 2, pp. 30-38, 1995.
[30] M. Kuroda, T. Watanabe, N. Terashi, “Increase of bond strength at interfacial transition zone by the use of fly ash”, Cement and Concrete Research 30, pp. 253-258, 2000.
[31] A. Cetin and R. L. Carrasquillo, “High-Performance Concrete: Influence of Coarse Aggregates on Mechanical Properties”, ACI Material Journal, May-June, pp.252-261, 1998.
[32] J. Yajun and J. H. Cahyadi, “Effects of densified silica fume on microstructure and compressive strength of blended cement pastes”, Cement and Concrete Research 33, pp. 1543-1548, 2003.
[33] M. D. Cohen, J. Oiek, and W. L. Dolch, “Mechanism of Plastic Shrinkage Cracking in Portland Cement and Portland Cement-Silica Fume Paste and Mortar”, Cement and Concrete Research, Vol. 20, No. 1, pp. 103-119, 1990.
[34] ACI Committee 234, “Guide for the Use of Silica Fume in Concrete”, ACI 234R-96, 1996.
[35] G. Appa Rao, “Role of water-binder ratio on the strength development in mortars incorporated Wth silica fume”, Cement and Concrete Research 31, pp. 443-447, 2001.
[36] G. Appa Rao, “Development of strength Wth age of mortars containing silica fume”, Cement and Concrete Research 31, pp. 1141-1146, 2001.
[37] S. Bhanja and B. Sengupta, “Investigations on the compressive strength of silica fume concrete using statistical methods”, Cement and Concrete Research 32, pp.1391-1394, 2002.
[38] K. Ganesh Babu, “Efficiency of silica fume in concrete”, Cement and Concrete Research Vol. 25, No. 6, pp. 1273-1283, 1995.
[39] R. Duval and E.H. Kadri, “influence of silica fume on the workability and the compressive strength of high-performance concretes”, Cement and Concrete Research, Vol. 28, No. 4,pp. 533-547, 1998.
[40] C. S. Poon, L. Lam, Y. L. Wong, “A study on high strength concrete prepared Wth large volumes of low calcium fly ash”, Cement and Concrete Research 30, pp. 447-455, 2000.
[41] L. Lam, Y.L. Wong, C.S. Poon, “Degree of hydration and gel/space ratio of high-volume fly ash/cement systems”, Cement and Concrete Research 30, pp. 747-756, 2000.
[42] K. G. Babu, G. S. N. Rao, “Efficiency of fly ash in concrete with age”, Cement and Concrete Research, VoL 26, No. 3, pp. 465-474, 1996.
[43] A. Oner, T, S. Akyuz, R. Yildiz, “An experimental study on strength development of concrete containing fly ash and optimum usage of fly ash in concrete”, Cement and Concrete Research , Article in Press, 2005.
[44]S. Yazci, G. Tnan, “An investigation on the wear resistance of high strength concretes”, Wear, Article in Press, 2005.
[45] E. Horszczaruk, "Abrasion resistance of high-strength concrete in hydraulic structures", Wear, pp. 62-69, 2005.
[46] 吳中傳及廉慧珍, 「高性能混凝土」,中國鐵道出版社,1999。
[47] M. I. Sanchez de Rojas and M. Frias, “The pozzolanic activity of different materials, its influence on the hydration heat in mortars”, Cement and Concrete Research , Vol. 26, No. 2, pp. 203-213, 1996.
[48] B.W. Langan, K. Weng, M.A. Ward, “Effect of silica fume and f ly ash on heat of hydration of Portland cement”, Cement and Concrete Research 32 , pp. 1045-1051, 2002.
[49] 羅遠光,「高強度混凝土耐磨性質之研究」,國立中興大學土木工程研
究所,碩士論文,2001。
[50] 邱欽賢,「水工結構混凝土之抗沖蝕性」,國立中興大學土木工程研究所,碩士論文,2002。[51] 林晴達 ,「表面裂紋及材料性質對混凝土沖蝕性之影響」,國立中興
大學土木工程研究所,碩士論文,2003。
[52] 詹錢登,「土石流概論」,科技圖書,2000。