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Stiffness Prediction of Recycled Aged CRM Binders Using an Artificial Neural Network

並列摘要


This research explores the utilization of an artificial neural network (ANN) in predicting the stiffness of recycled aged binders containing crumb rubber modifier (CRM). The data were organized into six independent variables (rotational viscosity of unaged, high failure temperatures of unaged and RTFO (rolling thin film oven) residual, and large molecular sizes of unaged, RTFO residual, and RTFO+PAV (pressure aging vessel) residual) covering the binder properties and one dependent variable, the binder stiffness. The training and testing results showed that the model explains 0.943 of the variability in stiffness, indicating that the ANN techniques are effective in predicting the stiffness of recycled aged CRM binders tested in this study.

參考文獻


Feipeng, X., Amirkhanian, S.,and Juang, C.H. (2009). Prediction of Fatigue Life or Rubberized Asphalt Concrete Mixtures Containing Reclaimed Asphalt Pavement Using Artificial Neural Networks,Journal of Materials in Civil Engineering, 21(6), pp. 253-261.
Lee, S.-J., Amirkhanian, S., and Putman, B. (2009). Characterization of Recycled Aged RAP Binders Containing Crumb Rubber Modifier Using Gel Permeation Chromatography, Journal of Materials in Civil Engineering, 21(8),pp.382-391.
Huang, B., Mohammad, L.N., Graves, P.S., and Abadie, C. (2002). Louisiana Experience with Crumb Rubber-Modified Hot-Mix Asphalt Pavement, Transportation Research Record, No. 1789, pp. 1-13.
Liang, R.Y. and Lee, S. (1996). Short-Term and Long-Term Aging Behavior of Rubber Modified Asphalt Paving Mixtures, Transportation Research Record, No. 1530, pp. 11-17.
Ruth, B.E. and Roque, R. (1995). Crumb Rubber Modifier (CRM) in Asphalt Pavements, Proceedings of the Transportation Congress, pp. 768-785, San Diego, California, USA.

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