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Research article
First published January 1997

Neuronet-Based Approach To Modeling the Durability of Aggregate in Concrete Pavement Construction

Abstract

The durability of aggregate used in concrete pavements construction is commonly assessed by subjecting small concrete beams containing the aggregate to cyclic freezing and thawing. The durability of aggregate and concrete specimens is quantified by measuring the durability factor (DF) and percent expansion (EXP). A typical durability test may last 3 to 5 months and involve high costs. It was assumed that the durability of aggregate used as a constituent in concrete elements may be related to some easily measured physical properties of the aggregate. A data base obtained from records of the Kansas Department of Transportation contained a total of 750 durability tests. The observed wide scatter in the experimental data when DF or EXP is related to one physical parameter suggested the use of artificial neural networks to model durability. Neural network models were developed to predict durability of aggregate from five basic physical properties of the aggregate. The models were found to classify the aggregates with regard to their durability with a relatively high accuracy. In addition, the models were used to assess the reliability of prediction. To illustrate the use of the models, numerical examples are presented.

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References

1. Huang Y. H. Pavement Analysis and Design. Prentice-Hall, Englewood Cliffs, N.J., 1993.
2. Basheer I. A., and Najjar Y. M. Designing and Analyzing Fixed-Bed Adsorption Systems with Artificial Neural Networks. Journal of Environmental Systems, Vol. 23, No. 3, 1994, pp. 291–312.
3. Basheer I. A. and Najjar Y. M. Predicting Dynamics Response of Adsorption Columns with Neural Nets. Journal of Computing in Civil Engineering, ASCE, Vol. 10, No. 1, 1996, pp. 31–39.
4. Najjar Y. M., Basheer I. A., and Naouss W. A. On the Identification of Compaction Characteristics by Neuronets. Computer and Geotechnics, Vol. 18, No. 3, 1996, pp. 167–187.
5. Najjar Y. M., and Basheer I. A. Utilizing Computational Neural Networks for Evaluating the Permeability of Compacted Clay Liners. Geotechnical and Geological Engineering, Vol. 14, 1996, pp. 193–212.
6. Basheer I. A., Reddi L. N., and Najjar Y. M. Site Characterization Using Neuronets: An Application to Landfill Siting Problem. Ground Water, Vol. 34, No. 4, 1996, pp. 610–617.
7. Hassoun M. Fundamentals of Artificial Neural Networks. MIT Press, Cambridge, Mass., 1995.
8. Simpson P. K. Artificial Neural Systems: Foundations, Paradigm, Applications, and Implementations. Pergamon Press, New York, 1990.
9. Janssen D. J., and Snyder M. B. Resistance of Concrete to Freezing and Thawing. SHRP-C-391. Strategic Highway Research Program, National Research Council, Washington, D.C., 1994.

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Article first published: January 1997
Issue published: January 1997

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© 1997 National Academy of Sciences.
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Authors

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Yacoub M. Najjar
Department of Civil Engineering, Kansas State University, Manhattan, Kans. 66506
Imad A. Basheer
Department of Civil Engineering, Kansas State University, Manhattan, Kans. 66506
Richard L. McReynolds
Kansas Department of Transportation, Bureau of Materials and Research, 2300 SW Van Buren Street, Topeka, Kans. 66611

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Crossref: 2

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