1. CSA A23.2-27A, ‘Standard Practice to Identify Degree of Alkali-Reactivity of Aggregates and to Identify Measures to Avoid Deleterious Expansion in Concrete’ (Canadian Standards Association, Rexdale, 2000) 260–269.
2. CSA A23.2-14A, ‘Potential Expansivity of Aggregates (Procedure for Length Change Due to AAR in Concrete Prisms)’ (Canadian Standards Association, Rexdale, 1994) 205–214.
3. ASTM C1293-01, ‘Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction’ (American Society for Testing and Materials, West Conshohocken, 2003) CD-ROM, pp. 6.
4. RILEM Recommended Test Method AAR-3 (formerly B-TC 106-3), ‘Detection of Potential Alkali-Reactivity of Aggregates —Method for Aggregate Combinations using Concrete Prisms’,Mater. Struct. 33 (229) (2000) 290–293.
5. CSA A23.2-25A, ‘Test Method for Detection of Alkali-Silica Reactive Aggregate by Accelerated Expansion of Mortar Bars’ (Canadian Standards Association, Rexdale, 1994) 236–242.