參考文獻 |
[1] Gillott, J.E., “Alkali-aggregate reaction in concrete,” Engineering Geology, Vol.9, pp.303-326, 1975.
[2] 王韡蒨,「台灣地區活性粒料之檢測方法研究」,碩士論文,國立中央大學土木工程研究所,中壢,2003 年。
[3] Stanton, T.E., “Expansion of Concrete Through Reaction Between Cement and Aggregate,” Transactions, American Society of Civil Engineers, Vol.107, pp. 54-126, 1942.
[4] 李秋男,「利用蒸壓法研判本土粒料ASR活性之可行性研究」,碩士論文,國立中央大學土木工程研究所,中壢,2005 年。
[5] 林梓淞,「以迅速法對鹼-骨材反應確認之研究」,碩士論文,國立成功大學土木工程研究所,台南,2004年。
[6] Hobbs, D.W., “Alkali-Silica Reaction in Concrete,” Thomas Telford, London, U.K., p.83, 1988.
[7] 蔣元駒、韓素方,「混凝土工程病害與修補加固」,海洋出版社,北京,中國,pp.365-406,1996 年7 月。
[8] Tang, M.S. and Deng, M., “Progress on the studies of Alkali- Carbonate Reaction,” Proceeding of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp. 51-59, 2004.
[9] Mitchell, L.D., Grattan-Bellew P.E., Margeson J., and Fournier B., “The Mechanistic Differences Between Alkali Silica and Alkali Carbonate Reactions as Studied by X-ray Diffraction,” Proceeding of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp. 154-162, 2004.
[10] 錢光人,「巖石的結構特征與堿碳酸鹽反應」,博士論文,南京化工大學,1999年。
[11] Fournier, B., and Bérubé, M.A., “Alkali-Aggregate Reaction in Concrete: a Review of Basic Concepts and Engineering Implica- tions,” Canadian Journal of Civil Engineering, Vol. 27, No. 2, pp. 167-191, 2000.
[12] Hadley, D.W., “Alkali reactivity of carbonate rocks-expansion and dedolomitization,” Proceeding Highway Research Board, Vol.40, pp.462-474, 1961.
[13] Cody, R.D., Spay, P.G., Cody, A.M., and Gan, G.L., “The Role of Magnesium in Concrete Deterioration,” Final report, Iowa Dot HR-355, Iowa State University, 1994.
[14] Choquette, M., Berube, M.A., and Locat, J., “Behavior of Common Rock-Forming Minerals in a Strong Basic NaOH Solu- tion,” Canadian Mineralogist, Vol. 29, pp. 163-173, 1991.
[15] Rogers, C.A., Grattan-Bellew, P.E., Hooton, R.D., Ryell, J., and Thomas, M.D.A., “Alkali-Aggregate Reaction in Ontario,” Canad- ian Journal of Civil Engineering, Vol. 27, No. 2, pp. 246-260, 2000.
[16] Feng, N.Q., Feng, X.X., Niu, Q.L., Hao, T.Y., and Cai, J.W., “Study on the Method to Determine Alkaline-Carbonate Reactivity of Aggregates,” Proceeding of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp. 307-313, 2004.
[17] Deng, M., Han, S.F., Lu, X.H., and Tang, M.S., “Deterioration of Concrete Structures due to Alkali-Dolomite Reaction in China,” Cement and Concrete Research, Vol. 23, pp. 1040-1060, 1993.
[18] Mei, L.B., Tang, M.S., and Deng, M., “Judgement of Alkali Reactivity for Siliceous Carbonate,” Proceeding of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp. 393-398, 2004.
[19] Qian, G.G., Deng, M., and Tang, M.S., “Expansion of Siliceous and Dolomitic Aggregates in Lithium Hydroxide Solution,” Cement and Concrete Research, Vol. 32, pp. 763-768, 2002.
[20] Lu, D.Y., Fournier, B., and Grattan-Bellew, P.E., “Evaluation of the Chinese Accelerated Test for Alkali-Carbonate Reaction,” Proceeding of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp. 386-392, 2004.
[21] Sommer, H., Grattan-Bellew, P.E., Katayama, T., and Tang, M.S., “Development and Inter-Laboratory Trial of the RILEM AAR-5 Rapid Preliminary Screening Test for Carbonate Aggregates,” Proceeding of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp. 407-412, 2004.
[22] Wu, D.Y., and Fang, K.H., "The Research of Alkali Reactivity of Non-Siliceous Carbonate Aggregates," Proceeding of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp. 453-457, 2004.
[23] Qian, G., Deng, M., Lan, X., Xu, Z, and Tang, M.S., "Alkali Carbonate Reaction Expansion of Dolomitic Limestone Aggregates with Porphyrotopic Texture," Engineering Geology, Vol. 63, pp. 17-29, 2002.
[24] Feng, N.Q., Feng, X.X., Hao, T.Y., and Niu, Q.L., “Research on the Suppressing of Expansion due to Alkali-Carbonate Reaction,” Proceeding of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp. 518-527, 2004.
[25] “Evaluation and Repair of Concrete Structures - Specialized Repairs,” Engineering and Design, Concrete Repair Manual ,Vol. EM 1110-2-2000, pp. E-1-E-2, 1994.
[26] ASTM C 586, “Standard Test Method for Potential Alkali Reactivity of Carbonate Rocks as Concrete Aggregates (Rock-Cylinder Method),” 1999.
[27] CNS 13620 A3356,「碳酸鹽質岩石用作混凝土粒料之潛在鹼質反應性試驗法(岩石圓柱試體法)」,民國85年6月。
[28] ASTM C 1105, “Standard Test Method for Length Change of Concrete Due to Alkali-Carbonate Rock Reaction,” 1995.
[29] ASTM C 1293, “Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction,” 2001.
[30] Sims, I., Nixon, P.J., and Marion, A.M., “International Collaboration to Control Alkali-Aggregate Reaction:The Successful Progress of RILEM TC 106 and TC 191-ARP,” Proceeding of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp. 41-50, 2004.
[31] “RILEM Recommendation AAR-2:Detection of potential alkali-reacivity of aggregates - The ultra-accelerated mortar-bar test, “ Materials and Structures 33, pp. 283-293 , 2000.
[32] “RILEM Recommendation AAR-5:Rapid preliminary screening test for carbonate aggregates,” Materials and Structures 38, pp. 787-792, 2005.
[33] Tang, M.S, Lan, X.G., and Han, S.F., “Autoclave method for identification of alkali-reactive carbonate rock,” Cement and Concrete Composites, Vol.16, pp. 163-167, 1994.
[34] Mei L.B., Tang M.S., and Deng M., “Judgement of Alkali Reactivity for Siliceous Carbonate,” Proceedings of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, pp.393-398, 2004.
[35] 黃偉慶,「精密儀器在土木工程材料上之應用-X光繞射分析」,中央大學土木系,2005
[36] Qian, G., Deng, M., and Tang, M., “ Expansion of Siliceous and Dolomitic Aggregates in Lithium Hydroxide Solution,” Cement Concrete Research 32, pp. 763-768, 2002.
[37] http://www.i-pi.com/~diana/slime/corrosion/dolomite/
[38] Tong, L., and Tang, M.S., “Expansion Mechanism of Alkali-Dolomite and Alkali-Magnesite Reaction,” Cement and Concrete Composites, Vol. 21(5-6), pp. 361-373, 1999. |