[1] Diamond, S., et al. 1981, On the physics and chemistry of alkali–silica reactions, 5th Conf. Alkali Aggregate Reaction in Concrete, pp. 1–11.
[2] Buck, A. D., Houston, B. J., Pepper, L., 1953, Effectiveness of mineral admixtures in preventing excessive expansion of concrete due to alkali-aggregate reaction, Journal of the American Concrete Institute, Vol. 30, pp. 11-60.
[3] Ramlochana, T., Thomasa, M., Gruberb, K. A., 2003, The effect of metakaolin on alkali-silica reaction in concrete, Cement and Concrete Research, Vol. 30, pp. 339- 344.
[4] Kashi, M. G., 2005, Mitigation of Alkali-Silica Reactivity (ASR) for Saymareh Dam Project, Soil, Rock & Structures Consulting Engineers.
[5] Stanton, T.E., 1940, Expansion of concrete through reaction between cement and aggregate, Proc. Am. Soc. Civ. Eng. Vol. 66, pp. 1781–1811.
[6] Lindgård, J., Andiç-Çakır. O., Fernandes, I., Rønning, T. F., Thomas, M. D. A., 2012, Alkali–silica reactions (ASR), Literature review on parameters influencing laboratory performance testing, Cement and Concrete Research, Vol. 42, pp. 223–243.
[7] St John, D.A., Poole, A.B., Sims, I., 1998, Concrete Petrography—A Handbook of Investigative Techniques, Arnold, U.K, p. 474.
[8] Dove, P.M., Rimstidt, J.D., 1994, Silica–water interactions, in: P.J. Heaney, C.T. Prewitt, G.V. Gibbs (Eds.), Silica: physical behaviour, geochemistry and materials applications Reviews in Mineralogy, Mineralogical Society of America, pp. 259–308.
[9] Alkali-reactivity and prevention—assessment, specification and diagnosis of alkali-reactivity, 2003, RILEM recommended test method AAR-1, detection of potential alkali-reactivity of aggregates—petrographic method, Mater. Struct. Vol. 36, pp. 480–496.
[10] Broekmans, M.A.T.M., 2002, The alkali–silica reaction, mineralogical and geochemical aspects of some Dutch concretes and Norwegianmylonites, PhD. Thesis, in, University of Utrecht, pp. 144.
[11] Larive, C., Laplaud, A., Coussy, O., 2002, The role of water in alkali–silica reaction, in: Bérubé, M.-A., Fournier, B., Durand, B., (Eds.), 11th International Conference on Alkali– Aggregate Reaction, Québec, Canada, pp. 61–69.
[12] ویسه، سهراب، خدابنده، ناهید، 1382، شناسایی و تعیین کیفیت مواد و مصالح محلی قشم، ماهنامه قشم، سال نهم.
[13] ویسه، سهراب، 1377، سنگدانههای واکنشزا با قلیاییهای خمیر سیمان، مجموعه مقالات کارگاه آموزشی آسیبدیدگیهای سازههای بتنی، مرکز تحقیقات ساختمان و مسکن.
[14] ویسه، سهراب، خدابنده، ناهید، 1380، بررسی موردی کیفیت سنگدانههای استان تهران برای ساخت بتن، اولین کنفرانس بینالمللی بتن و توسعه، مرکز همایشهای صدا و سیما.
[15] Böhm, M., Baetzner, S., 2008, The effect of the alkalinity of the pore solution on ASR, in: Broekmans, M.A.T.M., Wigum, B.J., (Eds.), 13th International Conference on Alkali– Aggregate Reactions in Concrete, Trondheim, Norway, pp. 501–510.
[16] Rivard, P., Bérubé, M. A., Ollivier, J. P., Ballivy, G., 2003, Alkali mass balance during the accelerated concrete prism test for alkali–aggregate reactivity, Cem. Concr. Res., Vol. 33, pp. 1147–1153.
[17] Leemann, A., Lothenbach, B., 2008, The influence of potassium–sodium ratio in cement on concrete expansion due to alkali–aggregate reaction, Cem. Concr. Res., Vol. 38, pp. 1162–1168.
[18] Leemann, A., Lothenbach, B., 2008, The Na2O-equivalent of cement: a universal parameter to assess the potential alkali–aggregate reactivity of concrete? in: Broekmans, M.A.T.M., Wigum, B.J., (Eds.), 13th International Conference on Alkali–Aggregate Reactions in Concrete, Trondheim, Norway, pp. 909–919.
[19] Diamond, S., Barneyback, R.S., Struble, L.J., 1981, On the physics and chemistry of alkali– silica reactions, 5th International Conference on Alkali–Aggregate Reaction, Cape Town, pp. 252-222.
[20] Kollek, J.J., Varma, S.P., Zaris, C., 1986, Measurement of OH− concentrations of pore fluids and expansion due to alkali–silica reaction in composite cement mortars, 8th International Congress on the Chemistry of Cement, Rio de Janeiro, pp. 183–189.
[21] Thomas, M.D.A., 1996, Review of the effect of fly ash and slag on alkali–aggregate reaction in
[22] Kagimoto, H., Inoshita, I., Kawamura, M., 2004, Threshold OH− concentration in pore solution of mortar using alkali reactive aggregates, in: M. Tang, M. Deng (Eds.), 12th International Conference on Alkali–Aggregate Reaction in Concrete, Beijing, China, pp. 728–735.
[23] Shehata, M.H., Thomas, M.D.A., 2006, Alkali release characteristics of blended cements, Cem. Concr. Res., Vol. 36, pp. 1166–1175.
[24] Leemann, A., Lothenbach, B., 2008, The influence of potassium–sodium ratio in cement on concrete expansion due to alkali–aggregate reaction, Cem. Concr. Res., Vol. 38, pp. 1162–1168.
[25] Leemann, A., Lothenbach, B., 2008, The Na2O-equivalent of cement: a universal parameter to assess the potential alkali–aggregate reactivity of concrete? in: Broekmans, M.A.T.M., Wigum, B.J., (Eds.), 13th International Conference on Alkali–Aggregate Reactions in Concrete, Trondheim, Norway, pp. 909–919.
[26] Hou, X., Struble, L.J., Kirkpatrick, R.J., 2004, Formation of ASR gel and the roles of C–S–H and portlandite, Cem. Concr. Res., Vol. 34, pp. 1683–1696.
[27] Afshinnia, K., Poursaee, A., 2015, The influence of waste crumb rubber in reducing the alkali-silica reaction in mortar bars, Journal of Building Engineering, Vol. 4, pp. 231-236.
[28] Zheng, K., 2016, Pozzolanic reaction of glass powder and its role in controlling alkali-silica reaction, , Cement and Concrete Composite, Vol. 67, pp. 30–38.
[29] Thomas, M.D.A., 2011, The effect of supplementary cementing materials on alkali–silica reaction: a review, Cem. Concr. Res., Vol. 41, pp. 1224–1231.
[30] Taylor, H.F.W., 1990, Cement Chemistry, Academic Press, London, p. 491.
[31] Thomas, M.D.A., Bleszynski, R.F., 2001, The use of silica fume to control expansion due to alkali-aggregate reactivity in concrete—a review, in: Mindess, S., Skalny, J., (Eds.), Materials Science of Concrete VI, American Ceramics Society, Westerville, OH, pp. 377–434.
[32] Ahmadi, B., Shekarchi, M., 2010, Use of natural zeolite as pozzolanic material in cement and concrete composites, Cement and concrete composite, Vol. 32, pp. 134-141.
[33] Najimi, M., Sobhani, J., Ahmadi, B., Shekarchi, M., 2012, An experimental study on durability properties of concrete containing zeolite as a highly reactive natural pozzolan, Construction and Building Materials, Vol. 35, pp. 1023-1033.
[34] بلوری، آرش، حاجی آقابابایی، محمد، 1388، بررسی تاثیر میکروسیلیس بر کاهش واکنشزایی قلیایی سیلیسی سنگدانههای بتن سدهای شمیل و نیان، اولین کنفرانس بینالمللی تکنولوژی بتن، تبریز.
[35] صدقی، پژمان، 1388، واکنش قلیایی سنگدانهها در بتن با نگرشی به تونل گاوشان، اولین کنفرانس ملی بتن، تهران.
[36] Mehta, P.K., 1985, Studies on chemical resistance of low water/cement ratio concretes, Cem. Concr. Res., Vol. 15, pp. 969–978.
[37] Rixom, R., Mailvaganam, N., 1999, Chemical Admixtures for Concrete, Taylor & Francis, p. 437.
[38] Jensen, A.D., Chatterji, S., Christensen, P., Thaulow, N., 1984,Studies of alkali–silica reaction— part II effect of air-entrainment on expansion, Cem. Concr. Res., Vol. 14, pp. 311–314.
[39] Hagelia, P., 2004, Origin of map cracking in view of the distribution of air voids, strength and ASR-gel, in: Tang, M., Deng M., (Eds.), 12th International Conference on Alkali–Aggregate reaction in Concrete, International Academic Publishers— World Publishing Corporation, Beijing, China, pp. 870–881.
[40] Feng, X., Thomas, M.D.A., Bremner, T.W., Balcom, B.J., Folliard, K.J., 2005, Studies on lithium
salts to mitigate ASR-induced expansion in new concrete: a critical review, Cem. Concr. Res., Vol. 35, pp. 1789–1796.
[41] Kim, T., Olek, J., 2016, The effects of lithium ions on chemical sequence of alkali-silica reaction, Cement and Concrete Research, Vol. 79, pp. 159–168.
[42] Thomas, M.D.A., Fournier, B., Folliard, K., Ideker, J., Shehata, M., 2006, Test methods for evaluating preventive measures for controlling expansion due to alkali-silica reaction in concrete, Cem. Concr. Res., Vol. 36, pp. 1842–1856.