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: Early Concrete Volume Changes and Their Control
Author(s): M. A. Swayze
Publication: Journal Proceedings
Appears on pages(s): 425-440
Abstract:The types of volume changes occurring in concrete, in order of their incidence in a freshly mixed batch. are caused by water absorption, sedimentation, cement hydration, thermal change, and wetting or drying of the concrete. Cement hydration causes relatively large amounts of water to be absorbed by concrete in the first 24 hr. Where curing water is not supplied during the period when concrete is heating up from cement hy-dration; tests with Carlson strain meters have shown the possibility of offsetting thermal expansion by the autogenous shrinkage. At the time when the concrete reaches maximum temperature, the delayed curing leaves it in an unsaturated condition. If water is supplied to concrete during the cooling period, the induced volume change from absorption decreases shrinkaae from heat loss. This treatment will materially decrease the large thermal shrinkages which produce cracking in concrete whose final structure is established at high temperatures. It is applicable to highway slabs and structural members of similar size, but will be less effective in large masses. An appendix presents some of the significance of the paper for the highway engineer. It deals with the harmful effects on highway surfaces of too liberal application of curing water through curing mats at early ages.
Click here to become an online Journal subscriber