Technical Papers
Dec 16, 2013

Unsaturated Soil Modeling for Airfield Pavement Design

Publication: Journal of Transportation Engineering
Volume 140, Issue 1

Abstract

This study presents results of one of the first in situ assessment studies on the use of the Mechanistic-Empirical Pavement Design Guide (M-EPDG) methodology applied to the design of airfield pavements. The M-EPDG’s Enhanced Integrated Climatic Model (EICM) introduces unsaturated soil modeling techniques into the prediction of moisture changes in the unbound materials throughout the life of pavements for highway conditions. Field soil moisture content changes measured at several Air Force bases in the U.S. were collected from historic studies and compared to MEPDG predictions. Details and outcomes from this comparative study are presented herein. Despite significant differences in structural dimensions and geometric design, this study showed that the EICM promises to be a suitable predictive methodology to be adapted for airfield pavement conditions and has the potential to become a tool for the incorporation of unsaturated soil modeling for the design of airfield pavements, provided that several enhancements are made to the model applied to highway design. Also, a discussion on possible sources of uncertainty in the predictions of the MEPDG and a series of alternative revisions and enhancements required to incorporate the EICM with current airfield pavement design methodologies are presented.

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Acknowledgments

The authors would like to acknowledge the general overview guidance, valuable input and recommendations to enhance the manuscript from Dr. Matthew Witczak. The authors would also like to acknowledge and thank Dr. Raymond Rollings, for his assistance in collecting this historic data to the authors for their analysis.

References

AASHTO. (2008). “Mechanistic-Empirical Pavement Design Guide, Interim Edition: A Manual of Practice.” American Association of State Highway and Transportation Officials, Washington, DC.
Cary, C. E., and Zapata, C. E. (2010). “Enhanced model for resilient response of soils resulting from seasonal changes as implemented in Mechanistic-Empirical Pavement Design Guide.”, Transportation Research Board, Washington, DC, 36–44.
Cary, C. E., and Zapata, C. E. (2011). “Resilient modulus for unsaturated unbound materials.” Road Mater. Pavement Des., 12(3), 615–638.
Dempsey, B. J., Herlach, W. A., and Patel, A. J. (1985). “The climatic-material-structural pavement analysis program.”, Vol. 3, Federal Highway Administration, Washington, DC.
Waterways Experiment Station (WES). (1948). “Field moisture content investigation.”, Army Corps of Engineers, Mississippi River Commission, Vicksburg, MS.
Waterways Experiment Station (WES). (1955). “Field moisture content investigation.”, Army Corps of Engineers, Mississippi River Commission, Vicksburg, MS.
Waterways Experiment Station (WES). (1961). “Field moisture content investigation.”, Army Corps of Engineers, Mississippi River Commission, Vicksburg, MS.
Waterways Experiment Station (WES). (1963). “Field moisture content investigation.”, Army Corps of Engineers, Mississippi River Commission, Vicksburg, MS.
Witczak, M. W., Andrei, D., and Houston, W. N. (2000a). “Resilient modulus as function of soil moisture—Summary of predictive models.”, Arizona State Univ., Tempe, AZ.
Witczak, M. W., Houston, W. N., and Andrei, D. (2000b). “Resilient modulus as function of soil moisture—A study of the expected changes in resilient modulus of the unbound layers with changes in moisture for 10 LTPP sites.”, Arizona State Univ., Tempe, AZ.
Witczak, M. W., Houston, W. N., Zapata, C. E., Richter, C., Larson, G., and Walsh, K. (2000c). “Improvement of the integrated climatic model for moisture content predictions.”, Arizona State Univ., Tempe, AZ.
Witczak, M. W., Zapata, C. E., and Houston, W. N. (2006). “Models incorporated into the current enhanced integrated climatic model for use in version 1.0 of the M-EPDG (NCHRP 9-23 project findings and additional changes after version 0.7).”, Arizona State Univ., Tempe, AZ.
Zapata, C. E. (2009). “Considerations of climate in the new AASHTO Mechanistic Empirical-Pavement Design Guide.” Transportation Research Board Annual Meeting, Transportation Research Board, Washington, DC.
Zapata, C. E., and Cary, C. E. (2012). “Unsaturated soil modeling for military airfield pavement design.”, Arizona State Univ., Tempe, AZ.
Zapata, C. E., Cary, C. E., Souliman, M., Rosenbalm, D., and Salim, R. (2012). “Comparison of airfield flexible pavement design thickness based upon differing agency limiting subgrade strain criteria.”, Transportation Research Board, Washington, DC, 141–149.
Zapata, C. E., Perera, Y. Y., and Houston, W. N. (2009). “Matric suction prediction model in new AASHTO Mechanistic-Empirical Pavement Design Guide.”, Transportation Research Board, Washington, DC, 53–62.
Zapata, C. E., and Salim, R. (2012). “Impact of environmental site location and groundwater table on the thickness of flexible airfield pavements.”, Transportation Research Board, Washington, DC, 22–33.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 140Issue 1January 2014
Pages: 50 - 60

History

Received: Mar 5, 2013
Accepted: Aug 20, 2013
Published online: Dec 16, 2013
Published in print: Jan 1, 2014
Discussion open until: May 16, 2014

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Authors

Affiliations

Carlos E. Cary [email protected]
Postdoctoral Researcher, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695-7908 (corresponding author). E-mail: [email protected]
Claudia E. Zapata
A.M.ASCE
Assistant Professor, Dept. of Civil, Environmental, and Sustainable Engineering, School of Sustainable Engineering and the Built Environment, Arizona State Univ., P.O. Box 875306, Tempe, AZ 85287-5306.

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