TECHNICAL PAPERS
Feb 1, 1999

Shrinkage of Concrete Exposed to Hot and Arid Climate

Publication: Journal of Materials in Civil Engineering
Volume 11, Issue 1

Abstract

A long-term investigation into the drying shrinkage of concrete exposed to natural weather conditions in Kuwait was undertaken. Fifty-two concrete mixes were prepared, and prisms were made and exposed to natural weather after a 28-day period of laboratory curing (water and/or air curing). Parameters investigated included water-to-cement ratio, type of cement, type of admixture and dosage, type of pozzolanic material, water curing period, and type of curing aid and special coating. The admixtures included normal and high range water reducers, and retarders. No adjustment was made on the initial concrete mix proportions when an admixture was added. Drying shrinkage measurements up to a maximum age of 726 days are reported. The results indicated that the drying shrinkage of concretes made with the various admixtures fell within a narrow band, indicating that no particular admixture had a severe negative effect on the concrete. However, the effect of admixture dosage needs further study. Also, the inclusion of either silica fume or pulverized fuel ash, or the use of white cement in the concrete, resulted in a lower drying shrinkage. However, there was no specific pattern for the drying shrinkage results when the water-to-cement was varied. Finally, some of the curing compounds/aids and special coatings used were more effective than others in reducing the drying shrinkage.

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References

1.
ACI Committee 209. ( 1994). “Prediction of creep, shrinkage and temperature effects in concrete structures.” ACI 209R-92, Manual of Concrete Practice, American Concrete Institute, Detroit.
2.
British Standard 1881: Part 5. ( 1970). “Methods of testing hardened concrete for other than strength.” British Standards Institution, London.
3.
Fattuhi, N. I. ( 1986). “Influence of Kuwaiti atmospheric conditions on the development of compressive strength for concrete containing admixtures.” Durability of building materials, Elsevier Science, Amsterdam, 4, 73–77.
4.
Fattuhi, N. I. ( 1987a). “Changes in alkalinity of concrete exposed to Kuwaiti atmospheric conditions.” Durability of building materials, Elsevier Science, Amsterdam, 4, 309–321.
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Fattuhi, N. I. ( 1987b). “Concrete carbonation and the influence of surface coatings.” Proc., Int. Conf. on Struct. Faults and Repair, University of London, Engineering Technics Press, London, 255–261.
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Mindess, S., and Young, J. F. ( 1981). Concrete. Prentice-Hall, Englewood Cliffs, N.J.
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Neville, A. M. ( 1995). Properties of concrete, 4th Ed., Longman Group Ltd., Essex, England.
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Orchard, D. F. ( 1979). Concrete technology, Vol. 1, 4th Ed., Applied Science Publishers, London.
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Rixom, M. R., and Mailvaganam, N. P. ( 1986). Chemical admixtures for concrete, 2nd Ed., E & FN Spon, London.
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Soroka, I. ( 1979). Portland cement paste and concrete. Macmillan, London.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 11Issue 1February 1999
Pages: 66 - 75

History

Published online: Feb 1, 1999
Published in print: Feb 1999

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Consultant, 7 Adler Close, Hollywood, Birmingham, England B47 5RA.
Assoc. Prof., Civ. Engrg., Kuwait Univ., P.O. Box 5969, 13060 Safat, Kuwait.

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