Effect of size and type of fine aggregates on flowability of mortar
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-012-1283-4.pdf
Reference11 articles.
1. ASTM C109 (2008). Standard test method for compressive strength of hydraulic cement mortars, DOI: 10.1520/C0109_C0109M-08, www.astm.org .
2. ASTM C230 (2008). Standard specification for flow table for use in tests of hydraulic cement, DOI: 10.1520/C0230_C0230M-08, www.astm.org .
3. ASTM C1252 (2006). Standard test methods for uncompacted void content of fine aggregate (as influenced by particle shape, surface texture, and grading), DOI: 10.1520/C1252-06, www.astm.org .
4. ASTM Standard C33 (2003). Specification for concrete aggregates, ASTM International, West Conshohocken, PA, 2003, DOI: 10.1520/C0033-03, www.astm.org .
5. Brueggen, B., Kang, T. H. K., and Ramseyer, C. (2010). “Experimental and SEM analyses of ground fly ash in concrete”. International Journal of Concrete Structures and Materials. Vol. 4, No. 1, pp. 51–54.
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