EARLY STRENGTH DEVELOPMENT OF PORTLAND AND SLAG CEMENT CONCRETES CURED AT ELEVATED TEMPERATURES
Based on the compressive strength of isothermally cured concrete with and without slag, a model is proposed for estimating the strength of concrete in a massive concrete structure when the temperaure of the concrete is known. Preliminary verification is demonstrated for ordinary portland cement concrete and concretes containing 50 and 70 % of slag cured under simulated mass concrete conditions for a period of 28 days.
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Corporate Authors:
P.O. Box 19150, Redford Station, 22400 Seven Mile Road
Detroit, MI United States 48219 -
Authors:
- BROOKS, J J
- Al-Kaisi, A F
- Publication Date: 1990-9
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 503-507
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Serial:
- ACI Materials Journal
- Volume: 87
- Issue Number: 5
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-325X
- Serial URL: https://www.concrete.org/publications/acimaterialsjournal.aspx
Subject/Index Terms
- TRT Terms: Concrete; Concrete curing; High temperature; Mass concrete; Mathematical models; Portland cement concrete; Slag; Strength of materials
- Uncontrolled Terms: Concrete strength; Models
- Subject Areas: Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 00600866
- Record Type: Publication
- Report/Paper Numbers: Title No.87-M54
- Files: TRIS
- Created Date: Oct 31 1990 12:00AM