Technical Papers
Aug 8, 2012

Field-Monitoring System for Suction and Temperature Profiles under Pavements

Publication: Journal of Performance of Constructed Facilities
Volume 27, Issue 6

Abstract

The purpose of this paper is to describe the development of and typical results from a new field-monitoring system to evaluate changes in matric suction and temperature profiles in subgrade soil layers beneath constructed pavement systems over an extended period of time. This monitoring system involves the placement of sensors capable of inferring the volumetric water content and temperature of soils into a borehole in the shoulder of an existing pavement. High-permeability silica flour is used to backfill the borehole around the sensors so that changes in matric suction with depth in the subgrade can be inferred through the soil-water retention curve of the silica flour. The monitoring results from a pavement site in Arkansas with low-permeability clay subgrade are compared with predictions from the Enhanced Integrated Climatic Model (EICM). The measured and predicted temperature distributions match well, but the EICM did not capture the fluctuations in matric suction inferred from the monitoring system. This can be attributed not only to the fact that the monitoring system captured the two-dimensional water flow near the pavement shoulder but also to the possibility that the EICM may not have adequately represented the water-flow process through the asphalt and base-course layers. Profiles of matric suction and temperature obtained using the monitoring system provide real-time, site-specific feedback on interactions between the atmosphere and pavement systems. Comparison of results from multiple pavement sites with clay subgrades across Arkansas demonstrates the variability in matric suction and temperature changes in different climatic settings.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The results in this paper are from project TRC-0902 funded by the Arkansas State Highway and Transportation Department. The contents of this paper reflect the views of the authors and do not necessarily reflect the views of the sponsor.

References

AASHTO. (2008). “Classification of soil and soil-aggregate mixtures for highway construction purposes.” M-145-91, Washington, DC.
Ahmed, Z., Marukic, I., Zaghloul, S., and Vitillo, N. (2005). “Validation of enhanced integrated climatic model predictions with New Jersey seasonal monitoring data.” Transportation Research Record 1913, Transportation Research Board, Washington, DC, 148–161.
ASTM. (2008a). “Standard test method for determination of thermal conductivity of soil and soft rock by thermal needle probe procedure.” D5334, West Conshohocken, PA.
ASTM. (2008b). “Standard test methods for determination of the soil water characteristic curve for desorption using a hanging column, pressure extractor, chilled mirror hygrometer, and/or centrifuge.” D6836, West Conshohocken, PA.
ASTM. (2011). “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System).” D2487, West Conshohocken, PA.
Bayomy, F., and Salem, H. (2005). “Monitoring and modeling subgrade soil moisture for pavement design and rehabilitation in Idaho. Phase III: Data collection and analysis.” ITD Project SPR-0010(27)-124, Idaho Transportation Dept., Boise, ID.
Birgisson, B., Ovik, J., and Newcomb, D. E. (2007). “Analytical predictions of seasonal variations in flexible pavements: Minnesota road research project site.” Transportation Research Record 1730, Transportation Research Board, Washington, DC, 81–90.
Brandl, H. (2006). “Energy foundations and other thermo-active ground structures.” Geotechnique, 56(2), 81–122.
Dempsey, B. J., Herlach, W. A., and Patel. A. J. (1985). “The climatic-materials-structural pavement analysis program.” FHWA/RD-84/115, Vol. 3, Federal Highway Administration, DOT, Washington, DC.
Fredlund, D. G., and Xing, A. (1994). “Equations for the soil-water retention curve.” Can. Geotech. J., 31(4), 521–532.
Gupta, R., McCartney, J. S., Noguiera, C., and Zornberg, J. G. (2008). “Moisture migration in geogrid-reinforced expansive subgrades.” Proc., GeoAmericas 2008, 1st PanAmerican Geosynthetics Conf. and Exhibition, International Geosynthetics Society, Jupiter, FL, 242–251.
Guymon, G. L., Berg, R. L., and Johnston, T. C. (1986). Mathematical model of frost heave and thaw settlement in pavements, U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, NH.
Larson, G., and Dempsey, B. J. (1997). “Enhanced integrated climate model, version 2.” Rep. MN/DOT 72114, Minnesota Road Research Project, Minnesota DOT, St. Paul, MN.
Larson, G., and Dempsey, B. J. (2006). Integrated climate model, version 3.2, Applied Research Associates, Transportation Sector, Champaign, IL.
Liang, H. S., and Lytton, R. L. (1989). “Rainfall estimation for pavement analysis and design.” Transportation Research Record 1251, Transportation Research Board, Washington, DC, 42–49.
Liang, R. (2006). “Validation of enhanced integrated climatic model prediction over different drainable base materials.” Proc., Transportation Research Board 85th Annual Meeting Compendium of Papers, Transportation Research Board, Washington, DC.
Liang, R. Y., Al-Akhras, K., and Rabab’ah, S. (2006). “Field monitoring of moisture variations under flexible pavement.” Transportation Research Record 1967. Transportation Research Board, Washington, DC, 160–172.
Liu, S. J., and Lytton, R. L. (1985). “Environmental effects on pavement-drainage.” FHWA-DTFH-61-87-C-00057, Vol. 4, Federal Highway Administration, DOT, Washington, DC.
Lu, N., and Likos, W. (2006). “Suction stress characteristic curve for unsaturated soil.” J. Geotech. Geoenviron. Eng., 132(2), 131–142.
Lytton, R. L., Pufahl, D. E., Michalak, C. H., Liang, H. S., and Dempsey, B. J. (1993). “An integrated model of the climatic effects on pavements.” FHWA-RD-90-033, Federal Highway Administration, DOT, Washington, DC.
McCartney, J. S., Selvam, R. P. S., King, J., and Khosravi, A. (2010). “Validation of the enhanced integrated climate model for pavement design in arkansas.” Research Rep. TRC-0902, Arkansas State Highway and Transportation Dept., Little Rock, AR.
Mualem, Y. (1976). “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resour. Res., 12(3), 513–522.
National Cooperative Highway Research Program (NCHRP). (2004). “Mechanistic-empirical design of new and rehabilitated pavement structures.” NCHRP Rep. I-37A, Washington, DC.
Ovik, J., Birgisson, B., and Newcomb, D. E. (1999). “Characterizing seasonal variations in flexible pavement material properties.” Transportation Research Record 1684, Transportation Research Board, Washington, DC, 1–7.
Quintero, N. (2007). “Validation of the enhanced integrated climatic model (EICM) for the Ohio SHRP test road at U.S.23.” M.S. thesis, Case Western Reserve Univ., Cleveland.
Zapata, C. E., and Houston, W. N. (2008). “Calibration and validation of the enhanced integrated climatic model for pavement design.” NCHRP Rep. 602, National Cooperative Highway Research Program, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 27Issue 6December 2013
Pages: 818 - 825

History

Received: Nov 26, 2011
Accepted: Jul 23, 2012
Published online: Aug 8, 2012
Published in print: Dec 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

John S. McCartney, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor and Lyall Faculty Fellow, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309 (corresponding author). E-mail: [email protected]
Ali Khosravi, Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, 1458889694 Tehran, Iran; formerly, Research Associate, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share