In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Chat with Us Online Now
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Strength and Durability of Concretes with Slag-Fly Ash-Portland Cement
Author(s): A. Borsoi, S. Collepardi, L. Coppola, R. Troli,
and M. Collepardi
Publication: Special Publication
Appears on pages(s): 115-126
Keywords: carbonation; chloride penetration; composite cement;
compressive strength; fly ash; slump; slump loss; slag superplasti-cizer
Abstract:Composite cements containing portland cement (50%), fly ash (25%) and slag (25%), all interground at a Blaine fineness of about 400 or 500 m2/kg, were produced. Super-plasticized concretes with a slump of 200-230 mm were manufactured by using sulfonated naphthalene (SN) or acrylic polymer (AP). The dosage of super-plasticizers was a little higher (10% more) when finer cements were used. The AP superplasticizer was more effective than that based on SN in terms of lower dosage (20% less) and lower water-cementitious material ratio (10% less) at equal workability. Consequently, higher compressive strength were obtained for concretes with the AP admixture rather than with the N S superplasticizer. The better performance of the AP superplasticizer with respect to the SN admixture was independent of the curing temperature (5 or 20) at early (1 day) and later ages (28-90 days). All the concrete mixtures perform very well for the durability behavior in terms of lower CO2 penetration and chloride diffusion. However, due to the lower water-cementitious material ratio (0.29 vs. 0.32) concretes with the acrylic polymer are potentially more durable than those with the naphthalene-based superplasticizer.
Click here to become an online Journal subscriber