TECHNICAL PAPERS
May 1, 1998

Quantity of Alkali Silica Gel and Its Effect on Concrete Properties

Publication: Journal of Materials in Civil Engineering
Volume 10, Issue 2

Abstract

A quantitative gel fluorescence technique was used to investigate relationships between the extent of alkali silica reactivity (ASR) and properties of concrete cores of varying ages taken from over 20 bridges or pavements in North Carolina. The cores had varying degrees of ASR and were composed of a wide variety of aggregates and cementitious materials. The technique, combining image processing and analysis with a Strategic Highway Research Program qualitative gel fluorescence method, is described and results are discussed. The effects of lamp intensity, thresholding, video averaging, and color based discrimination to differentiate fluorescing areas are reviewed. Preliminary statistical analysis of the technique is presented. While no useful correlation was found between the mechanical properties of cores and the apparent gel content, a strong correlation was found between the percent area of fluorescing material and the log10 expansion of cores after immersion in an alkaline solution for 90 days.

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References

1.
British Cement Association. (1992). “The diagnosis of alkali-silica reaction.” Crowthorne, U.K.
2.
Image-Pro Plus reference manual; version 1.3 for Windows. (1994). Media Cybernetics, Silver Spring, Md.
3.
Marks, V. J., and Debberke, W. G. (1995). “Investigation of PCC pavement deterioration—A few facts are worth more than 100 opinions.”Interim Rep. for Iowa DOT, Res. Proj. HR-2074, Iowa Dept. of Transportation, Ames, Iowa.
4.
Russ, J. C. (1995). The image processing handbook, 2nd Ed., Ann Arbor, Mich.
5.
“Standard test method for fundamental transverse, longitudinal, and torsional frequencies of concrete specimens.” (1995). C 215-91, ASTM, Philadelphia, Pa.
6.
“Standard test method for splitting tensile strength of cylindrical concrete specimens.” (1995). C 496-90, ASTM, Philadelphia, Pa.
7.
Stark, D. (1991). Handbook for the identification of alkali-silica reactivity in highway structures. SHRP-C/FR-91-101, Strategic Highway Research Program, National Research Council, Washington, D.C.
8.
Stark, D., Morgan, B., and Okamoto, P. (1993). Eliminating or minimizing alkali-silica reactivity. SHRP-C-343, Strategic Highway Research Program, National Research Council, Washington, D.C.
9.
Swamy, R. N., and Al-Asali, M. M.(1988). “Effect of alkali-silica reaction on concrete engineering properties.”ACI Mat. J., 85(5), 367–374.
10.
Swamy, R. N., and Wan, W. M. R.(1993). “Use of dynamic nondestructive test methods to monitor concrete deterioration due to alkali-silica reaction.”Cement, Concrete, and Aggregates, 15(1), 32–49.

Information & Authors

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 10Issue 2May 1998
Pages: 106 - 111

History

Published online: May 1, 1998
Published in print: May 1998

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Authors

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Jason F. Mitchell
Engr., I. L. Long Construction Co., 4117 Indiana Ave., P.O. Box 4186, Winston-Salem, NC 27115.
Michael L. Leming, Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, NC 27695-7908.

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