Please use this identifier to cite or link to this item:
Title: Controlled tropical curing method for accelerated concrete strengths
Authors: Das Gupta, N.C. 
Tam, C.T. 
Keywords: accelerated curing
accelerated tests
compressive strength
crushing strength
regression analysis
strength development
strength of materials
tensile strength
Issue Date: Feb-1989
Citation: Das Gupta, N.C.,Tam, C.T. (1989-02). Controlled tropical curing method for accelerated concrete strengths. International Journal of Cement Composites and Lightweight Concrete 11 (1) : 29,35-36. ScholarBank@NUS Repository.
Abstract: Accelerated curing and testing of concrete can be used for both quality control and quality assurance. This paper presents controlled curing and accelerated curing methods for early assessment and prediction of strength of concrete and discusses their relative merits. The controlled curing method utilises the inherent high ambient temperature of the tropics without the artificial heating needed for other accelerated curing methods. The test specimens are controlled cured for only 24 hours prior to testing. A series of compressive strength tests were conducted on concrete of varying proportions. Two types of water reducing admixtures were used individually in some mixes. A multiple linear regression technique has been adopted where appropriate to correlate the 28-day standard cured strength with the controlled cured strength, 35° cured strength, 55° cured strength and standard 2 day and 3 day strengths. The correlation results are discussed in detail. The important observations arising in this study are: the simplicity of the controlled curing method; the reliability of multiple linear regression relations; and the small effect of admixtures on the correlations between strengths. © 1989.
Source Title: International Journal of Cement Composites and Lightweight Concrete
ISSN: 02625075
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

checked on Feb 15, 2021

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.