TECHNICAL PAPERS
May 1, 2008

Wet-Pavement Hydroplaning Risk and Skid Resistance: Analysis

Publication: Journal of Transportation Engineering
Volume 134, Issue 5

Abstract

This paper presents a numerical simulation of the wet-pavement skid resistance reduction process as the sliding speed of a locked wheel increases. The development of the three-dimensional finite-element model used for the simulation is presented in a companion paper. The proposed model is able to simulate tire-fluid-pavement interaction of a sliding locked wheel on a wet pavement for hydroplaning and skid resistance analysis. The verification of its ability to predict hydroplaning speed is found in the companion paper. In this paper, the validation of the predicted wet pavement skid resistance at different sliding wheel speeds is made by comparing it with measured values from six different experiments conducted by past researchers. A very good match is found between the computed values by the proposed numerical model and the measured data. The analytical model offers a useful tool to predict the magnitude of wet-pavement skid resistance at any given locked-wheel sliding speed. As an analytical model, it also produces valuable information on the deterioration mechanism of skid resistance. It shows quantitatively the following changes as the sliding speed of a locked wheel increases: a progressively reduced contact area; a progressively increased fluid uplift force under the tire; and the corresponding decreases in the normal contact force at the tire-pavement interface.

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References

Agrawal, S. K., and Henry, J. J. (1977). “Technique for evaluating hydroplaning potential of pavements.” Transportation Research Record. 633, Transportation Research Board, Washington, D.C., 1–7.
ASTM. (2005a). “ASTM standard E 274-97. Standard test method for skid resistance for paved surface using a full-scale tire.” ASTM standards sources (CD-ROM), Philadelphia.
ASTM. (2005b). “ASTM standard E 524-88. Standard specification for standard smooth tire for pavement skid-resistance tests.” ASTM standards sources (CD-ROM), Philadelphia.
Chemical Rubber Company. (1988). Handbook of chemistry and physics, 69th Ed., Cleveland.
Federal Aviation Administration (FAA). (1997). “Measurement, construction and maintenance of skid resistant airport pavement surfaces.” Federal Aviation Administration Advisory Circular No. 150/5320–12C, Washington, D.C.
Giles, C. G. (1957). “The skidding resistance of roads and the requirements of modern traffic.” Proc.-Inst. Civ. Eng., 6, 216–249.
Grogger, H., and Weiss M. (1996). “Calculation of the three-dimensional free surface flow around an automobile tire.” Tire Sci. Technol., 24, 39–49.
Henry, J. J. (1986). “Tire wet-pavement traction measurement: A state-of-the-art review.” The tire pavement interface, ASTM STP 929, M. G. Pottinger and T. J. Yager, eds., ASTM, Philadelphia, 47–60.
Henry, J. J. (2000). Evaluation of pavement friction characteristics, NCHRP Synthesis 291, Transportation Research Board, Washington, D.C.
Highway Research Board. (1972). Skid resistance, National Cooperative Highway Research Program Synthesis of Highway Practice, No. 14, Washington, D.C.
Horne, W. B. (1969). “Results from studies of highway grooving and texturing at NASA Wallops station.” Pavement grooving and traction studies, NASA SP-5073, National Aeronautics and Space Administration, Washington, D.C., 425–464.
Horne, W. B., and Dreher, R. C. (1963). Phenomena of pneumatic tire hydroplaning, NASA T.N.D-2056, National Aeronautics and Space Administration, Langley Research Center, Hampton, Va.
Horne, W. B., and Tanner, J. A. (1969). “Joint NASA-British Ministry of Technology skid correlation study: Results from American vehicles.” Pavement grooving and traction studies, NASA SP-5073, National Aeronautics and Space Administration, Washington, D.C., 325–360.
Lee, Y. P. K., Fwa, T. F., Liu, Y. R., and Choo, Y. S. (2005). “Prediction of skid resistance using finite-element modeling.” E-Proc., 4th Asia Pacific Conf. on Transportation and Environment (CD-ROM), China Academy of Transportation Science, Beijing.
Meyer, W. E. (1991). “Pavement surface texture and measurement.” ASTM Stand. News, 19(2), 28–31.
Moore, D. F. (1975). Principles and applications of tribology, Wheaton and Co., Exeter, U.K.
Okano, T., and Koishi, M. (2000). “A new computational procedure to predict transient hydroplaning on a tire.” Proc., 19th Annual Meeting and Conf. on Tire Science and Technology, The Tire Society, Akron, Ohio.
Ong, G. P., and Fwa, T. F. (2007). “Modeling wet tire-pavement interaction: Model development.” J. Transp. Eng., 133(10), 590–598.
Rose, J. G., and Gallaway, B. M. (1977). “Water depth influence on pavement friction.” Transp. Engrg. J., 103(4), 491–506.
Tanner, J. A. (1996). “Computational methods for frictional contact with applications to the space shuttle orbiter nose-gear tire.” NASA technical paper 3573, National Aeronautics and Space Administration, Langley Research Center, Hampton, Va.
Veith, A. G. (1983). “Tires-roads-rainfall-vehicles: The traction connection.” Frictional interaction of tire and pavement, ASTM STP 793, W. E. Meyer and J. D. Walter, eds., ASTM, Philadelphia, 3–40.
Zmindak, M., and Grajciar, I. (1997). “Simulation of the aquaplane problem.” Comput. Struct., 64(5–6) 1155–1164.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 134Issue 5May 2008
Pages: 182 - 190

History

Received: Jun 7, 2006
Accepted: Aug 9, 2007
Published online: May 1, 2008
Published in print: May 2008

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Authors

Affiliations

T. F. Fwa, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260, Republic of Singapore (corresponding author). E-mail: [email protected]
G. P. Ong
Postdoctoral Research Associate, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907-2051.

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