-A. D. Buck, B. J. Houston, L. Pepper, (1953), “Effectiveness of mineral admixtures in preventing excessive expansion of concrete due to alkali-aggregate reaction”, Journal of the American Concrete Institute, 30 (10),
pp. 11-60.
- M.D.A. Thomas, B. Fournier, K. Folliard, J. Ideker, M. Shehata, (2006), “Test methods for evaluating preventive measures for controlling expansion due to alkali-silica reaction in concrete”, Cem. Concr. Res. 36 (10),
pp.1842–1856.
- M.D.A. Thomas, B. Fournier, K.J. Folliard, Y. Resendez, (2011), “Alkali-Silica Reactivity Field Identification Handbook”, Federal Highway Administration, Office of Pavement Technology, United States.
- S. Diamond et al., (1981), “On the physics and chemistry of alkali–silica reactions”,
In: Proc. 5th Conf. Alkali-Aggregate Reaction in Concrete, S252/22, pp.1–11.
-T. Ramlochana, M. Thomasa, K.A. Gruberb., (2000), “The effect of metakaolin on
alkali-silica reaction in concrete”, Cement and Concrete Research, 30, pp. 339- 344.
-A. Dousti, S. Veyse, (2021), “Laboratory study of alkali silica reactivity of aggregates of a number of sand mines in Zanjan province”, Proceeding of 2th Conference of Concrete durability, Tehran, Iran (In Persian).
-AASHTO R 80-17, (2017), “Standard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Construction”, American Association of State and Highway Transportation Officials.
-Alkali –silica, (2019), “reactivity field identification handbook, U.S department of Transportation”, Federal Highway administration.
-ASTM C 1260, )2014(, “Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)”.
-ASTM C1293, )2020(,“Test Method for Concrete Aggregates by Determination of Length Change of Concrete Due to Alkali-Silica Reaction”, American Society for Testing and Materials.
-ASTM C1567, (2013), “Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)”, American Society for Testing and Materials.
-ASTM C1778, (2020), “Standard Guide for Reducing the Risk of Deleterious Alkali-Aggregate Reaction in Concrete” American Society for Testing and Materials.
-ASTM C227, (2010), “Test Method for Potential Alkali Reaction of Cement-Aggregate Combinations (Mortar-Bar Method)”, American Society for Testing and Materials.
ASTM C702, (2018), "Practice for Reducing Field Samples of Aggregate to Testing Size", American Society for Testing and Materials.
-ASTM C856, (2020), “Standard Practice for Petrographic Examination of Hardened Concrete” American Society for Testing and Materials.
D. Lu, X. Zhou, Z. Xu, X. Lan, M. Tang, B. Fournier, (2006), “Evaluation of laboratory test method for determining the potential alkali contribution from aggregate and the ASR safety of the Three-Gorges dam concrete”, Cem. Concr. Res. 36,
pp.1157–1165.
-M.D.A. Thomas, (2011), “The effect of supplementary cementing materials on
alkali–silica reaction: a review”, Cem. Concr. Res. 41, pp.1224–1231.
-R.B. Figueira, R. Sousa, L. Coelho, M. Azenha, J.M. de Almeida, P.A.S. Jorge, C.J.R. Silva, (2019), “Alkali-silica reaction in concrete: mechanisms, mitigation and test methods”, Constr. Build. Mater. 222,
pp.903–931.
-S.M.S. Kazmi, M.J. Munir, I. Patnaikuni,
Y.-F. Wu., (2017), “Pozzolanic reaction of sugarcane bagasse ash and its role in controlling alkali silica reaction”, Constr. Build. Mater., 148, pp.231–240.
-STM C295, (2012), "Practice for Petrographic Examination of Aggregates for Concrete", American Society for Testing and Materials.