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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.
Showing 1-5 of 18 Abstracts search results
Document:
SP47
Date:
January 1, 1975
Author(s):
Editors: Charles F. Scholer and Emery Farkas
Publication:
Symposium Papers
Volume:
47
Abstract:
SP47 Presents a collection of 17 papers on freeze-thaw problems, performance of concrete in seawater, and sulfate attack, to help advance understanding of the response of concrete to attack by aggressive elements. Knowledge of the mechanism, the development of a course of action, and a report of the field experience are all necessary contributions to improving our knowledge of concrete durability. SuccessfuI performance of concrete is dependent to a greater extent on its durability against the environment than on strength properties.
DOI:
10.14359/14100
SP47-03
James J. Beaudoin and Cameron MacInnis
A study is reported of the strain-temperature behaviour (at various ages) of hardened portlant cement mortar when subjected to a slow cycle of cooling and warming over the range of 70 to 0 F.
10.14359/17605
SP47-04
Milos Polivka, P.K. Mehta, and John A. Baker, Jr.
Reported are the results of a study of the effect of freezing and thawing on the durability of air-entrained shrinkage-compensating concretes made with Type K, M, and S expansive cements.
10.14359/17606
SP47-08
Roger E. Carrier, Dennis C. Pu, and Philip D. Cady
In the course of performing field surveys of bridges for a bridge deck durability study, it was noted in some instances that the type of forms used to construct the decks appeared to influence deterioration and cracks. . .Observations indicate that SIP formed decks have a higher moisture content than do conventionally formed decks.
10.14359/17610
SP47-12
Arnold Wilson
The purpose of this research was to develop and evalute a slow cycle fatigue method of testing concrete which might relate in part ot the durability of concret subjected to cyclic loading conditions.
10.14359/17614
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