1996-05-01

Experimental Investigation of Pavement Texture Characteristics 961311

Pavement texture plays a vital role in the development of both pavement friction and tire wear. Hence, knowledge of the effect of texture parameters on friction and tire wear will certainly assist pavement engineers in designing pavements that improve tire life without compromising the all-important skid-resistance. This paper describes the second stage of a research project undertaken to identify the fundamental texture properties that are associated with friction and wear. A analytical methodology for computer modeling of pavement texture formulated during the previous stage is now applied to model actual pavement surfaces made of asphalt and concrete. The pavement surface profiles measured by a SURTRONIX 3+ profilometer in two perpendicular directions are converted to Auto Regressive Moving Average (ARMA) models. Then, these models are used to graphically regenerate the pavement surface using a Fast Fourier Transform (FFT) technique. Finally, it is shown why the surface texture frequency information obtained in this manner will be more meaningful for friction-wear-texture studies than the currently available empirical texture measuring techniques.

SAE MOBILUS

Subscribers can view annotate, and download all of SAE's content. Learn More »

Access SAE MOBILUS »

Members save up to 16% off list price.
Login to see discount.
Special Offer: Download multiple Technical Papers each year? TechSelect is a cost-effective subscription option to select and download 12-100 full-text Technical Papers per year. Find more information here.
We also recommend:
JOURNAL ARTICLE

Finite Element Modeling of Tire Transient Characteristics in Dynamic Maneuvers

2014-01-0858

View Details

JOURNAL ARTICLE

Recent Experimental and Simulation Efforts to Mitigate Wobble and Shimmy in Commercial Line Haul Vehicles

2014-01-2314

View Details

TECHNICAL PAPER

Experimental and Computational Investigation of Ahmed Body for Ground Vehicle Aerodynamics

2001-01-2742

View Details

X