TECHNICAL NOTES
Oct 15, 2002

Consideration of Fractals Potential in Pavement Skid Resistance Evaluation

Publication: Journal of Transportation Engineering
Volume 128, Issue 6

Abstract

Pavement surface texture greatly contributes to tire-pavement skid resistance. Pavement surface irregularities are continuous from pavement macrotexture to pavement microtexture. Their pattern is also roughly repetitive. This existence of self-similarity encourages an attempt to approximate the pavement surface texture with fractals in order to take advantages of fractal modeling. The mathematical background is based on C0 and C1 fractal interpolation curves. Through this approximation, the procedure of pavement surface wear is evaluated, in respect to its effect to skid resistance values. Fractal potential is simultaneously tested in representing pavement surface contamination. A qualitative relationship between the skid resistance values of characteristic pavement surface texture profiles and the fractal dimension of their interpolation function is recognized. The whole attempt yields encouraging results, although it is apparent that further research is required.

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References

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Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 128Issue 6November 2002
Pages: 591 - 595

History

Received: Feb 4, 1999
Accepted: Jun 15, 2001
Published online: Oct 15, 2002
Published in print: Nov 2002

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Authors

Affiliations

A. G. Kokkalis
Assistant Professor, Highway and Pavement Engineering, Civil Engineering Dept., Democretus Univ. of Thrace, 67100 Xanthi, Greece.
G. H. Tsohos
Professor, Highway Engineering Laboratory, Civil Engineering Dept., Aristotle Univ. of Thessaloniki, 54006 Thessaloniki, Greece.
O. K. Panagouli
Postdoctoral Researcher, Institute of Steel Structures, Civil Engineering Dept., Aristotle Univ. of Thessaloniki, 54006 Thessaloniki, Greece.

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