Field assessment of changes in pavement moduli caused by freezing and thawing

Transportation Research Record

Volumn , Issue 1615, 1998, Pages 41-48

  Jong, Da Tong ^a   Bosscher, Peter J ^a   Benson, Craig H ^a  

^a Wisconsin Electric Machines and Power Electronics Consortium   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DEFLECTION (STRUCTURES); FLEXIBLE STRUCTURES; FREEZING; FROST EFFECTS; METEOROLOGY; STRUCTURAL ANALYSIS; THAWING; THERMAL EFFECTS;

FALLING WEIGHT DEFLECTOMETERS (FWD); PAVEMENT MODULI;

PAVEMENTS;

EID: 0032131230     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1615-06     Document Type: Article

References (27)

1. Andersland, O. B., and B. Ladanyi. An Introduction to Frozen Ground Engineering. Chapman & Hall, New York, 1994.
2. Ullidtz, P. Pavement Analysis. Developments in Civil Engineering. Elsevier Science, Amsterdam, The Netherlands, 1987.
3. Janoo, V. C., and R. L. Berg. Predicting Pavement Response During Thaw Weakening Periods Using the Falling Weight Deflectometer. Proc., 3rd International Conference, Bearing Capacity of Roads and Airfields, Vol. 2, 1990, pp. 31-40.
4. Janoo, V. C., and R. L. Berg. Predicting the Behavior of Asphalt Concrete Pavements in Seasonal Frost Areas Using Nondestructive Techniques. CRREL Report 90-10, USACE Cold Regions Research and Engineering Laboratory, Hanover, N.H., 1990.
5. Janoo, V. C., and R. L. Berg. PCC Airfield Pavement Response During Thaw-Weakening Periods: A Field Study. CRREL Report 96-12, USACE Cold Regions Research and Engineering Laboratory, Hanover, N.H., 1996.
6. Nordal, R. S. Detection and Prediction of Seasonal Changes of the Bearing Capacity at the Vormsund Test Road. Proc., International Symposium on Bearing Capacity of Roads and Airfields. Trondheim, Norway, 1982, pp. 374-382.
7. Mahoney, J. P., J. A. Lary, J. Sharma, and N. Jackson. Investigation of Seasonal Load Restrictions in Washington State. In Transportation Research Record 1043. TRB, National Research Council, Washington, D.C., 1985, pp. 58-67.
8. Thomassen, T. S., and R. Eirum. Norwegian Practices for Axle Load Restrictions in Spring Thaw. Proc., International Symposium on Bearing Capacity of Roads and Airfields, Trondheim, Norway, 1982, pp. 921-930.
9. Yesiller, N., C. H. Benson, and P. J. Bosscher. Comparison of Load Restriction Timings Determined Using FHWA Guidelines and Frost Tubes. Journal of Cold Regions Engineering, ASCE, Vol. 10, No. 1, 1996, pp. 6-24.
10. Rwebangira, T., M. S. Rutherford, J. P. Mahoney, and R. G. Hicks. Development of Spring Load Restrictions for Local Roads. In Transportation Research Record 1128. TRB, National Research Council, Washington, D.C., 1987, pp. 42-52.
11. Bosscher, P. J., D. Jong. and C. Benson. Software to Establish Seasonal Load Limits for Flexible Pavements. Presented at ASCE 9th International Cold Regions Engineering Conference, Duluth, Minn., Sept. 1998.
12. Janoo, V. C., and R. L. Berg. Performance of Asphalt Concrete Airport Pavements During Thaw Weakening Periods: A Field Study. CRREL Report 91-7, USACE Cold Regions Research and Engineering Laboratory, Hanover, N.H., 1991.
13. Bigl, S. R., and R. L. Berg. Material Testing and Initial Pavement Design Modeling: Minnesota Road Research Project. CRREL Report 96-14, USACE Cold Regions Research and Engineering Laboratory, Hanover, N.H., 1996.
14. Bosscher, P. J., and D. L. Nelson. Resonant Column Testing of Frozen Ottawa Sand. Geotechnical Testing Journal Vol. 10, No. 3, Sept. 1987, pp. 123-134.
15. Cole, D., D. Bently, G. Durell, and T. Johnson. Resilient modulus of freeze-thaw affected granular soils for pavement design and evaluation, Part 1. Laboratory tests on soils from Winchendon, Massachusetts test sections. CRREL Report 87-2, USACE Cold Regions Research and Engineering Laboratory, Hanover, N.H., 1987.
16. Johnson, T. C., D. M. Cole, and L. H. Erwin. Characterization of Freeze/Thaw-Affected Granular Soils for Pavement Evaluation. Proc., 5th International Conference on Structural Design of Asphalt Pavements, University of Michigan, Ann Arbor, 1982, pp. 805-817.
17. Lee, W., N. C. Bohra, A. G. Altschaeffl, and T. D. White. Resilient Modulus of Cohesive Soils and the Effect of Freeze-Thaw. Canadian Geotechnical Journal, Vol. 31, 1995, pp. 559-568.
18. Jong, D. Freeze-Thaw Effects on Stiffness of Pavement Systems. M.S. thesis. University of Wisconsin, Madison, 1997.
19. Baker, J., and R. Allmaras. System for Automating and Multiplexing Soil Moisture Measurement by Time-Domain Reflectometry. Soil Science of America Journal, Vol. 54, No. 1, 1990, pp. 1-6.
20. Topp, G., J. Davis, and A. Annan. Electromagnetic Determination of Soil Water Content: Measurements in Coaxial Transmission Lines. Water Resources Research, Vol. 16, No. 3, 1980, pp. 574-582.
21. Spaans, E., and J. Baker. Examining the Use of Time Domain Reflectometry for Measuring Liquid Water Content in Frozen Soil. Water Resources Research, Vol. 31, No. 12, 1995, pp. 2917-2925.
22. Benson, C., P. Bosscher, D. Lane, and R. Pliska. Monitoring System for Hydrologic Evaluation of Landfill Final Covers. Geotechnical Testing Journal, Vol. 17, No. 2, 1994, pp. 138-149.
23. Hudson, W., G. Elkins, W. Uddin, R. Reilley. Evaluation of Pavement Deflection Measuring Equipment. Report FHWA-TS-87-208. FHWA, U.S. Department of Transportation, 1987.
24. Layer Moduli Backcalculation Procedure. SHRP-P-655. Strategic Highway Research Program, National Research Council, Washington, D.C., 1993.
25. Uzan, J. Advanced Backcalculation Techniques. Nondestructive Testing of Pavements and Backcalculation of Moduli, Vol. 2. ASTM STP 1198, American Society for Testing and Materials, Philadelphia, Pa., 1994, pp. 3-37.
26. Jin, M. S., K. W. Lee, and W. D. Kovacs. Seasonal Variation of Resilient Modulus of Subgrade Soils. Journal of Transportation Engineering, Vol. 120, No. 4, 1994.
27. Nordal, R. S., and E. K. Hansen. The Vormsund Test Road, Part 4: Summary Report. Norwegian Road Research Laboratory, 1987.