Effects of Groove Dimensions on Skid Resistance of Airport Pavements
Publication: International Conference on Road and Airfield Pavement Technology 2023
ABSTRACT
Airport operating agencies primarily manage skid resistance on airport pavements by relying on mechanical measuring equipment to detect pavement friction levels and by predicting skid resistance trends based on past historical data. To provide an analytical tool for skid resistance management, a dynamic tire–fluid–pavement simulation model has been developed to predict skid resistance and hydroplaning speeds of aircraft tires under various operating conditions. Using a B777 running on an airport runway as an example, changes in friction levels after grooving, resurfacing, and a combination of resurfacing and grooving are analyzed. Based on FAA standard square grooves, the skid resistance performance and hydroplaning speeds of the B777 with various groove depths and widths are evaluated. It was found that groove width is more important than groove depth for ensuring effective pavement skid resistance performance. This analysis provides engineering validation for the FAA’s recommendation of using a 3 mm depth and width as a critical maintenance groove and highlights the advantages of pavement grooves in improving skid resistance. The method can quantitatively predict the skid resistance offered by airport pavement under different operating conditions, thereby enhancing runway excursion risk management.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
ABAQUS. (2018). ABAQUS/explicit user’s manual, 2018. Version 2018. Pawtucket, RI: Hibbitt, Karlsson & Sorensen.
Agrawal, S. K., & Daiutolo, H. (1981). The Braking Performance of an Aircraft Tire on Grooved Portland Cement Concrete Surfaces. Federal Aviation Administration Technical Center Atlantic City, NJ.
Agrawal, S. K. (1983). Braking of an Aircraft Tire on Grooved and Porous Asphaltic Concrete. Federal Aviation Administration Technical Center Atlantic City, NJ.
Agrawal, S. K. (1986). Braking performance of aircraft tires. Progress in Aerospace Sciences, 23(2), 105-150.
Anupam K., Srirangam S. K., Scarpas A., et al. Influence of temperature on tire–pavement friction: Analyses. Transportation research record, 2013, 2369(1): 114-124
Bill, A., Noyce, D. A., Yambo, J., Bahia, H., & Chapman, J. (2007). Incorporating road safety into pavement management: Maximizing surface friction for road safety improvements. Midwest Regional University Transportation Center.
Browne, A., Cheng, H., & Kistler, A. (1972). Dynamic hydroplaning of pneumatic tires. Wear, 20(1), 1-28.
Brooks, G. W., & Horne, W. B. (1967). Runway grooving for increasing tire traction-The current program and an assessment of available results. In Ann. Intern. Air Safety Seminar (No. L-5972).
Cho, J. R., Lee, H. W., Sohn, J. S., Kim, G. J., & Woo, J. S. (2006). Numerical investigation of hydroplaning characteristics of three-dimensional patterned tire. European Journal of Mechanics-A/Solids, 25(6), 914-926.
Chu, L., Fwa, T. F., & Ong, G. P. (2015). Evaluating hydroplaning potential of rutted highway pavements. Journal of the Eastern Asia Society for Transportation Studies, 11, 1613-1622.
Choubane, B., Holzschuher, C. R., & Gokhale, S. (2004). Precision of locked-wheel testers for measurement of roadway surface friction characteristics. Transportation Research Record, 1869(1), 145-151.
Ding, Y., & Wang, H. (2018). Evaluation of hydroplaning risk on permeable friction course using tire–water–pavement interaction model. Transportation research record, 2672(40), 408-417.
FAA. (1971). AC 150/5370-8, Grooving of runway pavements. Federal Aviation Administration, Washington DC.
FAA. (1974). AC 150/5320-6B, Airport pavement design and evaluation. Federal Aviation Administration, Washington DC.
FAA. (2016). AC No: 150/5320-12D, Measurement and Maintenance of Skid-Resistant Airport Pavement Surfaces. Washington, DC: FAA, 2016
Pasindu, H. R., Fwa, T. F., & Ong, G. P. (2012). Analysis of skid resistance variation on a runway during an aircraft landing operation. In Proceedings of the 7th International Conference on Maintenance and Rehabilitation of Pavements and Technological Control, Auckland, New Zealand (pp. 28-30).
Fwa, T. F., Kumar, S. S., Ong, G. P., & Huang, C. J. H. (2008). Analytical modeling of effects of rib tires on hydroplaning. Transportation Research Record, 2068(1), 109-118.
Fwa, T. F., & Ong, G. P. (2008). Wet-pavement hydroplaning risk and skid resistance: analysis. Journal of Transportation Engineering, 134(5), 182-190.
Fwa, T. F., Pasindu, H. R., Ong, G. P., & Zhang, L. (2014). Analytical evaluation of skid resistance performance of trapezoidal runway grooving. In Transportation research board 93th annual meeting (Vol. 24).
Grogger, H., & Weiss, M. (1996). Calculation of the Three-Dimensional Free Surface Flow Around an Automobile Tire. Tire Science and Technology, 24(1), 39-49.
Henry, J. J. (2000). Evaluation of pavement friction characteristics (Vol. 291). Transportation Research Board.
ICAO. (2002). Doc 9137-AN/898, Airport Surface Manunal, part 2: Pavements Surface Conditions. Montreal: ICAO.
Kogbara, R. B., Masad, E. A., Kassem, E., Scarpas, A. T., & Anupam, K. (2016). A state-of-the-art review of parameters influencing measurement and modeling of skid resistance of asphalt pavements. Construction and Building Materials, 114, 602-617.
Li, F., Ding, P., & Sibal, S. (2010). Coupled Fluid/Structure Interaction Simulation Using Abaqus CEL. GM Fuel CAE, 30001.
Ong, G. P., & Fwa, T. F. (2007). Wet-pavement hydroplaning risk and skid resistance: modeling. Journal of Transportation Engineering, 133(10), 590-598.
Pasindu, H., & Fwa, T. (2015). Improving wet-weather runway performance using trapezoidal grooving design. Transportation in developing economies, 1(1), 1-10.
Patterson Jr, J. W. (2012). Evaluation of trapezoidal-shaped runway grooves (No. DOT/FAA/TC-TN12/7).
Rivlin, R. (1948). Large elastic deformations of isotropic materials. I. Fundamental concepts. Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences, 240(822), 459-490.
Rivlin, R. S., & Saunders, D. (1997). Large elastic deformations of isotropic materials. In Collected papers of RS Rivlin (pp. 157-194). Springer, New York, NY.
Rose, J. G., & Gallaway, B. M. (1977). Water depth influence on pavement friction. Transportation Engineering Journal of ASCE, 103(4), 491-506.
Shilling, B. (1969). RAE Aircraft Tests on Grooved, Open Graded and Asphalt Runways in Great Britain. Pavement Grooving and Traction Studies, NASA SP-5073, National Aeronautic and Space Administration, Washington, DC, 67-80
Srirangam, S. K., Anupam, K., Scarpas, A., Kasbergen, C., & Kane, M. (2014). Safety aspects of wet asphalt pavement surfaces through field and numerical modeling investigations. Transportation Research Record, 2446(1), 37-51.
Van Es, G. W. H. (2005). Running out of runway: Analysis of 35 years of landing overrun accidents. NLR TP, 498(2005), 18-19.
Wambold, J. C., Henry, J. J., & Hegmon, R. R. (1982). Evaluation of pavement surface texture significance and measurement techniques. Wear, 83(2), 351-368.
Zuzelo, P. (2014). The benefits of runway grooving. Airfield Engineering and Maintenance Summit, Furama Riverfront, Singapore, 25-28.
Žmindák, M., & Grajciar, I. (1997). Simulation of the aquaplane problem. Computers & structures, 64(5-6), 1155-1164.
Information & Authors
Information
Published In
History
Published online: Feb 6, 2024
ASCE Technical Topics:
- Air transportation
- Airport and airfield pavements
- Airports and airfields
- Continuum mechanics
- Design (by type)
- Dynamic models
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Friction
- Gravels
- Highway and road design
- Infrastructure
- Load and resistance factor design
- Load factors
- Models (by type)
- Pavement condition
- Pavement design
- Pavements
- Sight distances
- Skid resistance
- Solid mechanics
- Structural design
- Transportation engineering
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.