ajk1
Structural
- Apr 22, 2011
- 1,791
Does anyone know of any research paper(s) that compare the effectiveness (usually measured by chloride diffucion rate) of curing concrete by spraying on a curing agent vs. a 3 day wet cure by covering the concrete with polyethylene sheet for 3 days? I suppose it may depend on the particular curing agent (solids content, etc.) and coverage rate, but any information would be helpful. There is a paper by Hooton, Gelker and Bentz (ACI Materials Journal, March-April 2002) on this topic for mortars, but not for concrete. In speaking to one of the paper's authors, he says that this may not be valid for concrete. By effectiveness I mean the resistance to chloride penetration that would cause corrosion of rebar about 40 mm below the top surface of the concrete. The type if concrete I have in mind is that used for parking structures, viz. w/cm = 0.40, no silica fume. I am aware that concrete with silica fume required a wet cure, and a curing agent would not be as good in that case.