Effect of aggregate particle size on determining alkali-silica reactivity by accelerated tests

Journal of ASTM International

Volumn 3, Issue 9, 2006, Pages

  Lu, Duyou ^a   Fournier, Benoit ^b   Grattan Bellew, Paddy ^c  

^a NANJING TECH UNIVERSITY   (China)

^b NATURAL RESOURCES CANADA   (Canada)

^c NATIONAL RESEARCH COUNCIL CANADA   (Canada)

Author keywords

Alkali aggregate reaction; Alkali silica reaction; Microstructure; Testing method

Indexed keywords

EXPANSION; MICROSTRUCTURE; MORTAR; PARTICLE SIZE; PARTICLES (PARTICULATE MATTER); SANDSTONE;

ALKALI AGGREGATE REACTION; ALKALI EXPANSIVITY; ALKALI SILICA REACTION; TESTING METHODS;

CONCRETE AGGREGATES;

EID: 34248198803     PISSN: None     EISSN: 1546962X     Source Type: Journal    
DOI: 10.1520/JAI100432     Document Type: Article

References (16)

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2. ASTM C 1293-01, "Standard Test Method for Concrete Aggregates by Determination of Length Change of Concrete Due to Alkali-Silica Reaction," Annual Book of ASTM Standards, Vol. 04.02 (Concrete and Aggregates), ASTM International, West Conshohocken, PA, 2002.
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