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
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: Mixture Proportioning for Mass Concrete
Author(s): John M. Scnalon, Jr.
Publication: Special Publication
Appears on pages(s): 77-96
Keywords: admixtures; aggregate gradation; aggregate size; air entrainment; coarse aggregates; compressive strength; cracking (fracturing); density (mass/volume); mass concrete; mix proportioning; portland cements; pozzolans; tensile strength; thermal properties
Abstract:Very little has been published on procedures for proportioning mass concrete mixtures containing aggregates above 3 inches in size. The procedures currently in use by organizations deeply involved with mass concrete require a high degree of experience. The procedure described in this paper removes the necessity for this experience although an individual having knowledge of acceptable mass concrete workability should be available to evaluate the trial batch results and initial adjustments. The procedure described is intended primarily for proportioning concrete mixtures using aggregates above 3 inches in size but could be used to proportion concretes using smaller maximum size aggregate (1 and 2 inches).
Click here to become an online Journal subscriber