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JES. Journal of Engineering Sciences
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ANWAR, M., Makhlouf, A. (2021). PERFORMANCE OF FLY ASH CONCRETE AGAINST SULFATE ATTACK. JES. Journal of Engineering Sciences, 49(No 2), 178-197. doi: 10.21608/jesaun.2021.53250.1024
Mohamed ANWAR; Aly Makhlouf. "PERFORMANCE OF FLY ASH CONCRETE AGAINST SULFATE ATTACK". JES. Journal of Engineering Sciences, 49, No 2, 2021, 178-197. doi: 10.21608/jesaun.2021.53250.1024
ANWAR, M., Makhlouf, A. (2021). 'PERFORMANCE OF FLY ASH CONCRETE AGAINST SULFATE ATTACK', JES. Journal of Engineering Sciences, 49(No 2), pp. 178-197. doi: 10.21608/jesaun.2021.53250.1024
ANWAR, M., Makhlouf, A. PERFORMANCE OF FLY ASH CONCRETE AGAINST SULFATE ATTACK. JES. Journal of Engineering Sciences, 2021; 49(No 2): 178-197. doi: 10.21608/jesaun.2021.53250.1024

PERFORMANCE OF FLY ASH CONCRETE AGAINST SULFATE ATTACK

Article 3, Volume 49, No 2, March and April 2021, Page 178-197  XML PDF (718.05 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2021.53250.1024
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Authors
Mohamed ANWAR1; Aly Makhlouf email 2
1Professor, Construction Research Institute, NWRC, Delta-Barrage, Egypt
2Assistant Professor, Construction Research Institute, National Water Research Centre, Delta Barrage, Egypt
Abstract
In this research, the effect of using fly ash on sulfate resistance of concrete was investigated. Studied mixes in this work are part of a research project that investigates the influence of using binary and ternary cementitious materials on different properties of concrete. In this paper, three groups of concrete mixtures were studied; each group includes three mixes. The concrete mix proportions were adjusted to produce concrete with certain values of air content and slump. The used water / binder material ratios were 0.4, 0.5 and 0.6. Concrete samples were cured in water until testing day. After 28 days of water curing, samples were immersed in sodium sulfate solution for 6 months. The hardened concrete properties were investigated through destructive and nondestructive tests at various samples’ age. The research results showed that using fly ash improved the resistance of concrete to sulfate attack. Therefore, with considerable proportions, using fly ash in concrete industry improves the performance of concrete for sulfate resistance and its durability.
Keywords
Concrete; Sulfate resistance; Water to binder material ratio; Portland cement; Fly ash
Main Subjects
Civil Engineering: structural, Geotechnical, reinforced concrete and steel structures, Surveying, Road and traffic engineering, water resources, Irrigation structures, Environmental and sanitary engineering, Hydraulic, Railway, construction Management.
References
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[2]        Chai J., Kraiwood K., Vanchai S., Theerarach L. " Use of Ground Coarse Fly Ash as a Replacement of Condensed Silica Fume in Producing Highs-Strength Concrete", Cement and Concrete Research, 34 (4), 549–555, 2004.

[3]        ACI Committee 363 "State of the Art Report on High-Strength Concrete", ACI363R-92, ACI Manual of Concrete Practice: Part I, American Concrete Institute, Detroit, 2000.

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[5]        M. Anwar. "Effect of Cementitious Materials on Concrete against Sulfate Attack. Engineering Research Journal", Helwan University, Faculty of Engineering, Mataria, Cairo, Egypt, Vol. 99, C92-C104, 2005.

[6]        Poon, C. S., Lam, L. and Wong, Y. L. "A Study on High-Strength Concrete Prepared with Large Volumes of Low Calcium Fly Ash", Cement and Concrete Research, Vol. 30, 2000, pp. 447-445, 2000.

[7]        Shehata, M. H.  and Thomas, M. D. A.  "The Effect of Fly Ash Composition on the Expansion of Concrete due to Alkali – Silica Reaction", Cement and Concrete Research, Vol. 30, 2000, pp. 1063-1072, 2000.

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[10]    Torii, K., Taniguchi, K., and Kawamura, M., “Sulfate Resistance of High Fly Ash Content Concrete”, Cement and Concrete Research, 25(4), pp. 759-768, 1995.

[11]    ACI Committee 232, “Use of Fly Ash in Concrete”, ACI 232.2R-96, 1996.

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