Abstract
The test method was developed to evaluate portland cement systems with different air contents, and for the purpose of determining whether the apparent poor performance of concretes containing supplementary cementing materials in the ASTM C 672 deicer scaling test can be attributed to differences in finishing effort or timing of finishing, or both.
Issue Section:
Research Papers
Keywords:
freeze-thaw,
supplementary cementing materials,
fly ash,
slag,
ASTM C 672,
finishing,
bleed,
set time
References
1.
Bouzoubaa
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, and Fournier
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2003
, R&D Consortiium on De-Icing Salt Scaling Resistance of Concrete Incorporating Supplementary Cementing Materials
, CANMET
, MTL 2003-32 (CF).2.
Talbot
, C.
, Pigeon
, M.
, and Marchand
, J.
, 2000
, “Influence of Fly Ash and Slag on De-Icer Salt Scaling Resistance of Concrete
,” Durability of Concrete, Proceedings 5th International Conference
, Barcelona, Spain
, Editor V.M.
Malhotra
, American Concrete Institute
, SP-192.3.
Verbeck
, G.
and Klieger
, P.
, 01
1956
, Studies of ‘Salt’ Scaling of Concrete
, Portland Cement Association
, Skokie, IL
, Bulletin 83.
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