Miniature Concrete Prism Test: Rapid Test Method for Evaluating Alkali-Silica Reactivity of Aggregates
Author:
Affiliation:
1. Graduate Student, Glenn Dept. of Civil Engineering, Clemson Univ., S. Palmetto Blvd., Clemson, SC 29634 (corresponding author).
2. Associate Professor, Glenn Dept. of Civil Engineering, Clemson Univ., S. Palmetto Blvd., Clemson, SC 29634.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001183
Reference18 articles.
1. American Concrete Institute. (1991). “Standard practice for selecting proportions for normal heavyweight and mass concrete.” 211.1-91 Farmington Hills MI.
2. ASTM. (2007a). “Standard test method for concrete aggregates by determination of length change of concrete due to alkali-silica reaction.” C1293 West Conshohocken PA.
3. ASTM. (2007b). “Standard test method for potential alkali reactivity of aggregates (Mortar-Bar method).” C1260 West Conshohocken PA.
4. Berube M. A. Dupont N. Fournier B. Frenette J. Mongeau P. and Ouellet C. (1992). “‘Effectiveness of the accelerated mortar method.’ ASTM C-9 proposal P214 or NBRI for assessing potential AAR in Quebec (Canada).” Proc. 9th Int. Conf. on Alkali-Aggregate Reaction in Concrete London 92–109.
5. Canadian experience with testing for alkali-aggregate reactivity in concrete
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