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Macroscopic and Microscopic Evaluation of Surface Friction of Airport Pavements

並列摘要


Rubber deposits accumulated on the runway surface pose a distinct threat to the operational safety of aircraft during landings and take-offs in adverse weather. This paper is to evaluate the microscopic and macroscopic effect of rubber deposits on the friction characteristics of runway pavements. A concrete runway at Kaohsiung International Airport was chosen for friction and texture measurements on the pavement surface for analyses. This study comprised field testing and laboratory testing. The surface friction tester, the British Pendulum Test and the grease-patched method were regularly conducted on site for runway pavements over a 24-month period of time. An optical microscope and a scanning electron microscopy (SEM) were used for the microscopic evaluation of rubber deposits taken from runway pavements. Results indicated that runway friction characteristics changed over time primarily due to the buildup of rubber deposits. The accumulation of rubber filled the macrotexture of the pavement surface and caused loss of the skid-resistance of a runway. An increased macrotexture led to a rise in the friction value. The difference between friction values measured in the forward direction and those measured in the backward direction was significant. The directional distribution of rubber deposits as observed by SEM was shown to raise friction level.

並列關鍵字

Airport pavements Friction Pavement texture

參考文獻


Corley-Lay, J.B. (1998). Friction and Surface Texture Characterization of 14 Pavement Test Sections in Greenville, North Carolina, Transportation Research Record, No. 1639, pp. 155-161.
Flintsch, G.W., de León, E., McGhee, K.K., and Al-Qadi, I.L. (2003). Pavement surface macrotexture measurement and applications. Transportation Research Record, No. 1536, pp. 168-177.
Stroup-Gardiner, M., Studdard, J. and Wagne, C. (2004). Evaluation of hot mix asphalt macro- and microtexture. Journal of Testing and Evaluation, 32, pp. 1-10.
Ergun, M., Iyinam, S. and Iyinam, A.F. (2005). Prediction of road surface friction coefficient using only macro- and microtexture. Journal of Transportation Engineering, 131, pp. 311-319.
Luce, A., Mahmoud, E., Masad, E., and Chowdhury, A. (2007). Relationship of aggregate microtexture to asphalt pavement skid resistance. Journal of Testing and Evaluation, 35, pp. 623-633.

被引用紀錄


陳威東(2014)。交通量與氣候影響國道抗滑值與交維方案之研究〔碩士論文,國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-0412201512003251
何旻哲(2014)。國道高速公路平坦度檢測及舒適性指標分析之研究〔碩士論文,國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-0412201511574606

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