Technical Papers
Jan 6, 2018

Investigating Frost Heave Deterioration at Pavement Joint Locations

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Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 2

Abstract

Frost heave of foundation materials causes severe joint deterioration in concrete pavements. Sufficient freezing depth, continuous water supply, and frost susceptible geomaterials are the three necessary factors leading to frost heave. To investigate the frost actions of deteriorated pavements with frost heaves at joint locations, the longitudinal pavement surface profiles were plotted by measuring vertical heaves crossing transverse joints. Specimens were cored to determine the moisture conditions at different layers. Ice lenses were found at layer interfaces, and frozen base layers with low permeability contributed to trapping water within joint spaces. Another objective of this study was to determine the local freeze-thaw conditions in pavements. Temperature sensors were installed during the reconstruction to estimate the frost penetration depths, lengths of freezing and thawing periods, and number of freeze-thaw cycles at different depths. Up to 1.1 m frost penetration depth was found, and it showed various lengths of freezing periods. The last objective was to evaluate the frost-heave and thaw-weakening susceptibility of the reconstructed foundation materials. Results indicated that all three geomaterials were medium frost-heave susceptible, and the soft subgrade showed high thaw-weakening susceptibility.

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Acknowledgments

This research was conducted under Federal Highway Administration (FHWA) DTFH61-06-H-00011 Work Plan 18 and the FHWA Pooled Fund Study TPF-5(183). The authors would like to express their gratitude to the National Concrete Pavement Technology (CP Tech) Center, the FHWA, the Iowa Department of Transportation (DOT), and the other pooled fund state partners for their financial support and technical assistance.

References

AASHTO. (1991). “Standard specification for classification of soils and soil-aggregate mixtures for highway construction purposes.” AASHTO M145, Washington, DC.
AASHTO. (1993). “Guide for design of pavement structures.” Washington, DC.
AASHTO. (2008). Mechanistic-empirical pavement design guide: A manual of practice, 2nd Ed., Washington, DC.
Andersland, O. B., and Ladanyi, B. (2004). Frozen ground engineering, Wiley, Hoboken, NJ.
ASTM. (2007). “Standard test method for CBR (California Bearing Ratio) of laboratory compacted soil.” ASTM D1883, West Conshohocken, PA.
ASTM. (2010). “Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass.” ASTM D2216, West Conshohocken, PA.
ASTM. (2013). “Standard test methods for frost heave and thaw weakening susceptibility of soils.” ASTM D5918, West Conshohocken, PA.
Brandl, H. (2008). “Freezing-thawing behaviour of soils and unbond road layers.” Slovak J. Civ. Eng., 3, 4–12.
Caltrans. (2015). “Common distresses on rigid pavements.” Maintenance technical advisory guide (MTAG), California Dept. of Transportation, Sacramento, CA.
Cassagrande, A., Taber, S., and Watkins, W. (1931). “Discussion of frost heaving.” Transp. Res. Rec., 11, 165–177.
Chamberlain, E. J. (1986). “Evaluation of selected frost-susceptibility test methods.”, U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, NH.
Chamberlain, E. J. (1987). “A freeze-thaw test to determine the frost-susceptibility of soils.”, U.S. Army Cold Regions Research Engineering Laboratory, Hanover, NH.
Chen, X., and Wang, Y. (1988). “Frost heave prediction for clayey soils.” Cold Reg. Sci. Technol., 15(3), 233–238.
Cho, Y., Liu, C., Dossey, T., and McCullough, B. F. (1998). Asphalt overlay design methods for rigid pavements considering rutting, reflection cracking, and fatigue cracking, Univ. of Texas at Austin, Austin, TX.
Dai, S., Skok, G., Westover, T., Labuz, J., and Lukanen, E. (2008). “Pavement rehabilitation selection.”, Minnesota Dept. of Transportation, St. Paul, MN.
Farnam, Y., Bentz, D., Sakulich, A., Flynn, D., and Weiss, J. (2014). “Measuring freeze and thaw damage in mortars containing deicing salt using a low-temperature longitudinal guarded comparative calorimeter and acoustic emission.” Adv. Civ. Eng. Mater., 3(1), 316–337.
FDOT (Florida Department of Transportation). (2013). “Airfield pavement inspection reference manual.” Statewide airfield pavement management program, Florida Dept. of Transportation Aviation Office, Tallahassee, FL.
Gietz, R. H. (1979). “Asphalt pavement distress investigation.”, Washington State Dept. of Transportation, Tumwater, WA.
Hansen, W., and Kang, Y. (2010). “Durability study of the US-23 aggregate test road and recent JPCP projects with premature joint deterioration.”, Univ. of Michigan, Ann Arbor, MI.
Huang, Y. H. (2004). Pavement analysis and design, 2nd Ed., Pearson Prentice Hall, Upper Saddle River, NJ.
Janoo, V. C., Eaton, R., and Barna, L. (1997). “Evaluation of airport subsurface materials.”, U.S. Army Corps of Engineering, Washington, DC.
Johnson, A. (2012). “Freeze-thaw performance of pavement foundation materials.” Ph.D. dissertation, Iowa State Univ., Ames, IA.
Jones, W., et al. (2013). An overview of joint deterioration in concrete pavement: Mechanisms, solution properties, and sealers, Purdue Univ., West Lafayette, IN.
Khazanovich, L., and Gotlif, A. (2003). “Evaluation of joint and crack load transfer.”, A Division of Applied Research Associates, Champaign, IL.
Lai, Y., Zhang, S., and Yu, W. (2012). “A new structure to control frost boiling and frost heave of embankments in cold regions.” Cold Reg. Sci. Technol., 79–80(6), 53–66.
Lai, Y., Zhang, X., Xiao, J., Zhang, S., and Liu, Z. (2005). “Nonlinear analysis for frost-heaving force of land bridges on Qing-Tibet railway in cold regions.” J. Therm. Stresses, 38(3), 317–332.
Li, W., Pour-Ghaz, M., Castro, J., and Weiss, J. (2012). “Water absorption and critical degree of saturation relating to freeze-thaw damage in concrete pavement joints.” J. Mater. Civ. Eng., 299–307.
Miller, J. S., and Bellinger, W. Y. (2003). “Distress identification manual for the long-term pavement performance program.” FHWA-RD-03-031, Federal Highway Administration, Washington, DC.
Muge, E. O., Liu, J., and Tutumluer, E. (2016). “Frost depth prediction for seasonal freezing areas in Eastern Turkey.” Cold Reg. Sci. Technol., 124(4), 118–126.
Owusu-Antwi, E. B., Meyer, A. H., and Hudson, W. R. (1990). “Assessing load transfer across joints and cracks in rigid pavements using the falling weight deflectometer.” Univ. of Texas at Austin, Austin, TX.
Penner, E., and Eldred, D. (1985). “Equipment and methods for soil frost action studies.”, National Resource Council, Ottawa.
Rodden, R. (2010). “Drainable base layers revisited.” Tennessee Concrete Pavement Conf., American Concrete Pavement Association, Duluth, GA.
Roesler, J. R., Chavan, H., King, D., and Brand, A. S. (2015). “Concrete slab analyses with field-assigned non-uniform support conditions.” Int. J. Pavement Eng., 17(7), 578–589.
Rui, D., Deng, H., Nakamura, D., Yamashita, S., Suzuki, T., and Zhao, H. (2016). “Full-scale model test on prevention of frost heave of L-type retaining wall.” Cold Reg. Sci. Technol., 132(2), 89–104.
Simonsen, E., and Isacsson, U. (1999). “Thaw weakening of pavement structures in cold regions.” Cold Reg. Sci. Technol., 29(2), 135–151.
Taber, S. (1929). “Frost heaving.” J. Geol., 37(5), 428–461.
Taylor, P. C. (2011). “Preventing joint deterioration in concrete pavements: A summary of current knowledge.”, National Concrete Pavement Technology Center, Ames, IA.
Taylor, P. C., Sutter, L., and Weiss, J. (2012). “Investigation of deterioration of joints in concrete pavements.” Iowa State Univ., Ames, IA.
U.S. Army. (1965). “Soils and geology: Pavement design for frost conditions.”, U.S. Army Corps of Engineers, Washington, DC.
Vennapusa, P., White, D. J., and Jahren, C. T. (2006). “In-situ permeability of unbound granular bases using the air permeameter test.” Proc., 85th Annual Transportation Research Board Conf., Transportation Research Board, Washington, DC.
White, D. J., Vennapusa, P., Suleiman, M., and Jahren, C. (2007). “An in-situ device for rapid determination of permeability for granular bases.” Geotech. Test. J., 30(4), 282–291.
Yang, Z., Weiss, W., and Olek, J. (2006). “Water transport in concrete damaged by tensile loading and freeze-thaw cycling.” J. Mater. Civ. Eng., 424–434.
Yun, Y., and Wu, Y. F. (2011). “Durability of CFRP-concrete joints under freeze-thaw cycling.” Cold Reg. Sci. Technol., 65(3), 401–412.
Zhang, J., White, D., Taylor, P. C., and Shi, C. (2015). “A case study of evaluating joint performance in relation with subsurface permeability in cold weather region.” Cold Reg. Sci. Technol., 110(8), 19–25.
Zhang, Y., Johnson, A. E., and White, D. J. (2016). “Laboratory freeze-thaw assessment of cement, fly ash, and fiber stabilized pavement foundation materials.” Cold Reg. Sci. Technol., 122(2), 50–57.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 32Issue 2April 2018

History

Received: Apr 1, 2017
Accepted: Sep 13, 2017
Published online: Jan 6, 2018
Published in print: Apr 1, 2018
Discussion open until: Jun 6, 2018

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Authors

Affiliations

Yang Zhang, Ph.D., S.M.ASCE [email protected]
Postdoctoral Research Associate, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., 351 Town Engineering Bldg., 813 Bissell Rd., Ames, IA 50011-1066 (corresponding author). E-mail: [email protected]
David J. White, Ph.D., M.ASCE [email protected]
P.E.
Collaborator Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., 2711 South Loop Dr., Suite 4700, Ames, IA 50010-8664. E-mail: [email protected]
Pavana K. R. Vennapusa, Ph.D., M.ASCE [email protected]
P.E.
Lead Engineer, Ingios Geotechnics, Inc., P.O. Box 1141, Little Elm, TX 75068; Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., 2711 South Loop Dr., Suite 4700, Ames, IA 50010-8664.E-mail: [email protected]
Alex E. Johnson [email protected]
P.E.
Geotechnical Design Engineer, Kiewit Engineering Co., 3555 Farnam St., Omaha, NE 68131. E-mail: [email protected]
Maxim M. Prokudin [email protected]
Project Manager, SPL Consultants Ltd., 51 Constellation Court, Toronto, ON, Canada M9W 1K4. E-mail: [email protected]

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