Factorial experimental design was adopted in this investigation to assess the combined effects of the following factors on workability and compressive strength: (a) water to cement ratio (W/C), (b) total aggregate to cement ratio (TA/C), (c) fine to total aggregate ratio (FA/TA), and (d) hot-weather conditions in terms of concrete mixture temperature at placement and curing conditions. The experimental data was thereafter subjected to regression analysis to develop reliable models for predicting workability in terms of the slump and compressive strength of a concrete mixture. Results of this study indicate that lowering the concrete mixture temperature at placement alone, as recommended in the codes of practice, does not eliminate the adverse effect of hot weather on compressive strength.
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June 1998
Research Article|
June 01 1998
Concrete mixture design for hot weather: experimental and statistical analyses Available to Purchase
H. J. Al-Gahtani;
King Fahd University of Petroleum & Minerals; Mehran University of Engineering and Technology
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A. G. F. Abbasi;
King Fahd University of Petroleum & Minerals; Mehran University of Engineering and Technology
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O. S. B. Al-Amoudi
King Fahd University of Petroleum & Minerals; Mehran University of Engineering and Technology
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*
Department of Civil Engineering, King Fahd University of Petroleum & Minerals, Dhahran 31261, Saudi Arabia.
†
Department of Civil Engineering, Mehran University of Engineering and Technology, Jamshore, Pakistan.
Publisher: Emerald Publishing
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 1998 Thomas Telford Ltd
1998
Magazine of Concrete Research (1998) 50 (2): 95–105.
Citation
Al-Gahtani HJ, Abbasi AGF, Al-Amoudi OSB (1998), "Concrete mixture design for hot weather: experimental and statistical analyses". Magazine of Concrete Research, Vol. 50 No. 2 pp. 95–105, doi: https://doi.org/10.1680/macr.1998.50.2.95
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