TECHNICAL PAPERS
Feb 1, 2005

Neural Network Model for Asphalt Concrete Permeability

Publication: Journal of Materials in Civil Engineering
Volume 17, Issue 1

Abstract

In this study, a four-layer feed-forward neural network is constructed and applied to determine a mapping associating mix design and testing factors of asphalt concrete samples with their performance in conductance to flow or permeability. To generate data for the neural network model, a total of 100 field cores from 50 different mixes (two replicate cores per mix) are tested in the laboratory for permeability and mix volumetric properties. The significant factors that affect asphalt permeability are identified using simple and multiple regression analysis. The analyses results show that permeability of an asphalt concrete is affected mainly by five factors: (1) air void (Va) ; (2) the grain size through which 10% materials pass (d10) ; (3) the grain size through which 30% materials pass (d30) ; (4) saturation, or the CoreLok Infiltration Coefficient (CIC); and (5) effective asphalt to dust ratio (PbeP0.075) . The significant factors are then used to define the domain of a neural network. Regardless of the significant factors included in defining the domain of such a mapping, a principle component analysis is performed to ascertain the most significant of these factors. The network is trained using the Levenberg-Marquardt algorithm. Using randomly generated synaptic weights to initialize the training algorithm, histograms are compiled and outputs are estimated. Excellent agreement is observed between simulation and laboratory data. It is believed that the developed NN model will be a useful tool in the study of asphalt pavement construction and maintenance.

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Acknowledgments

The writers would like to express their appreciation to Mr. Kenneth Hobson, acting Bituminous Branch manager, Oklahoma Department of Transportation, particularly for providing technical support. The writers would also like to thank Mr. Eric Robert of the Asphalts Design Laboratory at the University of Oklahoma. The field sample collection efforts have been funded by the Oklahoma Department of Transportation.

References

American Association of the Highway and Transportation Officials (AASHTO). (1999). “Bulk specific gravity of compacted bituminous mixtures using saturated surface-dry specimens.” AASHTO T166, Washington, D.C.
ASTM. (2001a). “Standard test method for percent air voids in compacted dense and open bituminous paving mixtures.” ASTM D 3203, West Conshohocken, Pa.
ASTM. (2001b). “Standard test method for theoretical maximum specific gravity and density of bituminous paving mixtures.” ASTM D 2041, West Conshohocken, Pa.
ASTM. (2001c). “Standard test method for thickness or height of compacted bituminous paving mixture samples.” ASTM D 3549, West Conshohocken, Pa.
Bahia, H. U., Benson, C. H., and Kanitpong. K. (2001). “Hydraulic conductivity (permeability) of laboratory-compacted asphalt mixtures.” Transportation Research Record 1767, Transportation Research Board, Washington, D.C., 25–32.
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Ng, H. G., and Hall, K. D. (2001). ”Development of void pathway test for investigating void interconnectivity in compacted hot-mix asphalt concrete.“ Transportation Research Record 1767, Transportation Research Board, Washington, D.C., 40–47.
Oklahoma Highway Department (OHD). (2001). ”Method of test for measurement of water permeability of compacted paving mixtures.“ Laboratory Mix Design Manual L-44, Oklahoma City, Okla.
Tarefder, R. A., Zaman, M. M., and Hobson, K. (2002a). ”Evaluating the CoreLok™ measurement of bulk specific gravity for hot mix asphalt samples.“ J. Test. Eval., 30(4), 274–282.
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Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 17Issue 1February 2005
Pages: 19 - 27

History

Received: Oct 30, 2002
Accepted: Apr 23, 2004
Published online: Feb 1, 2005
Published in print: Feb 2005

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Notes

Note. Associate Editor: Mary Stroup-Gardiner

Authors

Affiliations

Rafiqul Alam Tarefder [email protected]
Assistant Professor of Civil Engineering, Idaho State Univ., Pocatello, ID 83209. E-mail: [email protected]
Luther White [email protected]
Professor, Dept. of Mathematics, Univ. of Oklahoma, Norman, OK 73019. E-mail: [email protected]
Musharraf Zaman [email protected]
David Ross Boyd Professor, Dept. of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 West Boyd, Norman, OK 73015. E-mail: [email protected]

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