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: Cement And Concrete Studies On The Passamaquoddy Tidal Power Project
Author(s): Huch J. Casey
Publication: Journal Proceedings
Appears on pages(s): 279-302
Abstract:Incident to the determination of the type cement and aggregates to be employed on the Passama-quoddy Tidal Power Project, extensive investigations and concrete laboratory tests were made of 45 different cements and- 54 sources of assreaate. The type cements tested were standard portland highearly- strength, alumina, Portland-pozzolan, synthetic pozzolan, natural, and blended cements. The con-crete in this structure was to be subject to exceptionally severe attack from (a) salt watter, daily alternate wetting and drying with (b) semi-in the tidal fluctuations of I8 ft mean and 27 ft maximum range, and alternation 0I c ) severe freezing, including frequent freezing and thawing cycles. Labora- tory tests, supplemented by certain field tests, covered cement characteristics, effect of salt water on mixing and curing, fineness of grinding, heat of hydration, effect of magnesium sulfate test on ef-fect of C3A content, bleeding, optimum mixture, volumetric change, and thawing, modulus of elasticity, freezing thermal flow, flexural strength, and curing procedure for mass concrete. In general the findings indicated that a portland cement of mediumhighfineness (1800-2300) and low C3A content was satisfactory, whereas similar portland cements of high C3A content were less resistant to salt water and alternate freezing; the hiqh-early-strength cements were satisfactory except for problem of heat dissipation: natural cement was weak in slow rate of setting and in low strengths alumina cement was excellent except for heat dissipation inj mass setting: the portland pozzolan and blends of a portland and natural cements showed poor resistance to alternate freezing and thawing. Detailed tabulations and findings are covered in this paper, including characteristics of the cement considered most suitable.
Click here to become an online Journal subscriber