[1]National Aeronautics and Space Administration (NASA), http://www.nasa.gov/
[2]National Oceanic and Atmospheric Administration (NOAA), http://www.noaa.gov/index.html
[3]「水庫淤砂再生資源技術研究」,經濟部水利署,2002。
[4]「水庫淤砂輕質骨材產製及輕質骨材混凝土應用與推廣」,內政部建築研究所,2003。
[5]顏聰,「水庫淤泥輕質粒料產製及輕質粒料混凝土應用與推」,內政部建築研究所補助研究報告,2003。
[6]P.F.G. Banfill, “Alternative materials for concrete – Mersey silt as fine aggregate”, building and environment, Vol. 15, 1980.
[7]中興工程顧問股份有限公司,「石門水庫淤泥多元化處置方案評估規畫綜合報告」,經濟部水利署北區水資源局,2008。
[8]Lyse, “Tests indicate effect of fine clay in concrete”, Engng News Rec. 23, 1934.
[9]D.A. Parsons, “Clay in concrete”, J. Res. nat. Bur. Stand. 10, 1993.
[10]M. Dreux, “Sand cleanliness and concrete properties”, Ann. Inst. Batim. 1964.
[11]E. Buth, D.L. Ivey and T.J. Hirsch, “Correlation of concrete properties with tests for clay content of aggregate”, Highw. Res. Rec. 124, 1966.
[12]E. Buth, D.L. Ivey and T.J. Hirsch, “Dirty aggregate, what difference does it make?”, Highw. Res. Rec. 226, 1968.
[13]R. Bertrandy, “Influence of calcareous fillers on concrete workability”, Ann. Inst. Batim. 1975.
[14]陳清泉、陳振川,「爐石為水泥熟料與添加料對混凝土特性影響之文獻及國外現況調查研究」,台灣營建研究中心報告,1987年。
[15]詹穎雯,「飛灰爐石混凝土之原理、性質與應用」,飛灰爐石於混凝土工程之合理運用研討會論文集,台灣營建研究院,1999。
[16]行政院公共工程委員會,「公共工程高爐石混凝土使用手冊」,2001。
[17]S.N. Lim, and T.H. Wee, “Autogenous Shrinkage of Ground-Granulated Blast-Furnace Slag Concrete”, ACI Materials Journal, V.97, No.5, 2000.
[18]F.J. Hogan, and J.W. Meusel, “Evaluation for Durability and Strength Development of a Ground Granulated Blast-Furnace Slag”, Cement Concrete and Aggregates, Vol. 3, No. 1, 1981.
[19]詹穎雯,「環境溫、濕度對含高爐石、飛灰與普通波特蘭水泥混凝土強度之影響與變形之研究」,碩士論文,國立台灣大學土木工程研究所,1988。[20]C.H. Wu, T. Yen, Y.W. Liu, T.H. Hsu, “The abrasion erosion resistance of concrete containing blast furnace slag”, International Conference on Concrete and Reinforced Concrete Development Trends, Moscow Russian, 2005.
[21]A.M. Neville, W.H. Dilger, J.J. Brooks, “Creep of Plain and Structural Concrete”, Longman Inc., 1983.
[22]ACI Committee 209, “Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures”, 1997.
[23]S.D. Kim, “Prediction of Long-term Prestress Loss in Concrete Box Girder Bridges”, University of California, San Diege, 2009.
[24]“CEB-FIP Model Code 1991”, Comite Euro-International du Beton as Bulletins d’Information, 1991.
[25]B. Persson, “Early Age Cracking in Cementitious”, RILEM Publications s.a.r.l., 2002.
[26]A. Lecomte, N. Vulcano-Greullet, C. Steichen, G. Scharfe, “The Risk of Cracking of Fine Hydraulic Mixtures”, Cement and Concrete Research, Vol. 33, 2003.
[27]R. Goel, R. Kummar, and D.K. Paul, “Comparative Study of Various Creep and Shrinkage Prediction Models for Concrete”, ASCE Journal of Materials in Civil Engineering, Vol. 19, No.3, 2007.
[28]C. Videla and C. Gaedicke, “Modeling Portland Blast-Furnace Slag Cement High-Performance Concrete”, ACI Materials Journal, Vol. 101, No.5, 2004.
[29]「混合水泥於巨積混凝土應用研討會」,2013。
[30]A.W. Momber, “Damage to Rocks and Cementitious Materials from Solid Impact”, Rock Mechanics and Rock Engineering, 37(1), 2004.
[31]ACI Committee 210, “Erosion of Concrete in Hydraulic structure (ACI 210R-93)”, American Concrete Institute, Farmington Hill, 1993.
[32]Y.W. Liu, T. Yen, T.H. Hsu, “Abrasion Erosion of Concrete by Waterborne Sand”, Cement and Concrete Research vol.36, 2005.
[33]D. Plum, F. Xufei, “A rock and a hard place”, International Water Power & Dam construction, 1996.
[34]K.H. Frizll and B.W. Mefford Jet, “Designing spillways to prevent cavitation damage”, Concrete International, 1991.
[35]C.T.L. Webster and F. Havelock, “Alternative coatings for the protection of hydraulic turbines from cavitation erosion”, British Columbia Hydro and Power Authority report 136G274, 1987.
[36]P.J. Blau and K.G. Budinski, “Development and use of ASTM standards for wear testing”, Wear, 225-229, 1999.
[37]徐造華,「高強度水工混凝土摻加飛灰之耐磨性及裂縫防治」,博士論文,2006。[38]ASM International, “Surface Engineering for Corrosion and Wear resistance”, 10M Communications, 2001.
[39]Stachowiak and Batchelor, “Engineering Tribology”, Elsevier, 2005.
[40]Y. Iwai and S. Li, “Cavitation Erosion in Waters Having Different Surface Tensions”, Wear, 254, 2003.
[41]尹延國等人,「水工混凝土的受力狀態與磨損」,合肥工業大學學報,第24卷的4期,2001。
[42]G.F. Truscott, “A Liteature Survey on Abrasive Wear in HyDraulic Machinery”, Wear, 20, 1972.
[43]H. Neilson and A. Gilchrist, “Erosion by a Stream of Solid Particle”, Wear, Vol. 11, 1968.
[44]Tony, C. Liu, “Abrasion Resistance of Concrete”, ACI Journal, 1981.
[45]P. Laplante, P.C. Aitcim, and D. Vezina, “Abrasion Resistance of Concrete”, Journal of Materials in Civil Engineering, Vol.3, No.1, 1991.
[46]Tarun, R. Nailk, Shiw, S. Singh, and Mohammad M. Hossain, “Abrasion Resistance of Concrete as Influenced by Inclusion of Fly Ash”, Cement and Concrete Research, Vol.24, No.2, 1994.
[47]賴正義、劉昌明,「水工結構物耐磨性研究」,台灣電力公司研究發展專題,1994。
[48]R.K. Dhir, P.C. Hwleet, and Y.N. Chan, “Near Surface Characteristic of Concrete Abrasion Resistance”, Materials and Structure Muteriau et Constructions, Vol. 24, No. 140, 1991.
[49]蘇南,「台灣北中部主要河川粗骨材微觀結構、巨觀性質及混凝土抗壓品質研究」,碩士論文,國立台灣工業技術學院,工程技術研究所營建管理組,1987。
[50]沈進發,「混凝土材料品質控制試驗」,常松出版社,1984。
[51]李修齊,「高強度混凝土水中磨耗性質之機理探討」,台灣大學碩士論文,1997。[52]林建宏,「爐石混凝土水中磨耗性質研究」,台灣大學碩士論文,2004。[53]賴正義,「高飛灰量混凝土性質」,台電工程月刊,第551期,1994。[54]Tarun, R. Nailk, Shiw, S. Singh, and Mohammad M. Hossain, “Abrasion Resistance of High-Strength Concrete Made by with Class C Fly Ash”, ACI Materials Journal, 1995.
[55]宋佩瑄,「矽灰在混凝土工程上之發展與應用」,結構工程,1988。[56]陳明谷,「含矽灰之高性能混凝土水中磨耗性質」,台灣大學碩士論文,1996。[57]X.G. Hu, A.W. Momber, and Y. Yin, “Erosive Wear of Hydraulic Concrete with low steel fiber content”, Journal of Hydraulic Engineering, ASCE, 2006.
[58]尹延國等人,「水工混凝土小角度沖蝕磨損特性的研究」,摩擦學學報,第21卷第2期,2001。
[59]Horszczaruk, “Abrasion resistance of high-strength concrete in hydraulic structures”, Wear, 259, 2005.
[60]李志信,「鋼纖維混凝土材料之水中磨耗性質與機理之探討」,台灣大學碩士論文,1999。[61]詹穎雯等人,「添加爐石及纖維織矽灰混凝土水中磨耗性質與自體收縮」,中興工程顧問社專案研究報告,2000。
[62]Kumar, P. Metha, “Concrete Structure Properties and Materials”, Prentice-Hall inc., Englewood-Cliffs, N. J., 1986.
[63]M. Sadegzadeh, and R. Kettle, “Indirect and Non-Destructure and Abrasion Resistance of Concrete”, Magazine of Concrete Research, Vol. 38, No. 137, 1986.
[64]M. Sadegzadeh, C. Page, and R. Kettle, “Surface Micro-Structure and Abrasion Resistance of Concrete”, Cement and Concrete Research, Vol. 17, No. 4, 1987.
[65]Smoak, W. Glenn, “Repairing Abrasion-Erosion Damage to Hydraulic Concrete Structure”, Concrete International, 1991.
[66]S. Mindess, and J.F. Young, “Concrete", Prentice Hall, N.J., 1981.
[67]P.C. Aiticin, and A. Neville, “High Performance Concrete Demystified", Concrete International, Vol. 15, No. 1, 1989.
[68]柳田力,「實用土木材料」,山海堂,土木施工法講座,昭和53年。
[69]British Standard Method, BS 812.
[70]P.C. Aiticin, and P.K. Metha, “Effect of Coarse Aggregate Characteristic on Mechanical Properties of High Strength Concrete", ACI Materials Journal, Vol. 88, No. 5, 1989.
[71]Amirkhanian et al, “The Effect of Igneous Aggregate Source with Various Los Angeles Abrasion Test Values on the Strength of Concrete Mixtures", Cement Concrete and Aggregates, CCAGDP, Vol. 14, No. 2, 1992.
[72]G. Rehm, P. Diem, and R. Zimbelmann, “Moglichkeitenzure Frhohung der Zugfestigkeit von Beton", Schrutrnreihe des DAFStb, Heft 283, Berlin, 1977.
[73]“D. Whiting, Rapid Measurement of the chloride permeability of concrete”, Public Roads 45(3), 1981.
[74]台灣水泥公司。
[75]S. Chandra, J. Bjornstrom, “Influence of superplasticizer type and dosage on the slump loss of Portland cement mortars--Part II”, Cement Concrete Research, Vol. 32, 2002.