Technical Papers
Feb 25, 2021

Viscosity Prediction of Rubberized Asphalt–Rejuvenated Recycled Asphalt Pavement Binders Using Artificial Neural Network Approach

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 5

Abstract

The objective of this study was to develop artificial neural networks to predict the viscosity of rubberized asphalt rejuvenated reclaimed asphalt pavement binders. Eight variables were selected as input factors, namely, viscosity measuring temperature, rubber blending time, reclaimed asphalt pavement blending time, original binder blending time, rubber content, reclaimed asphalt pavement content, blending temperature for aged binder, and asphalt type. Two viscosity analysis models, backpropagation artificial neural networks and genetic algorithm modified artificial neural networks, were developed in this study. It was found that both artificial neural network models were effective in predicting the viscosity of rubberized asphalt rejuvenated reclaimed asphalt pavement binders. Through sensitivity analysis, blending temperature for aged binder, viscosity measuring temperature, original binder blending time, and reclaimed asphalt pavement blending time were found to be important variables that contributed to the binder viscosity. On the contrary, the asphalt type and rubber blending time were found to be less important. As a result, the viscosity of rubberized asphalt rejuvenated reclaimed asphalt pavement binders changed significantly with the blending temperature, blending time of the aged binder, and blending time of the original binder. Both backpropagation artificial neural networks and genetic algorithm modified artificial neural networks viscosity models were validated using data collected from prior studies, and the results were barely acceptable.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request, including the data from Figs. 38 as well as the data in Tables 4 and 11.

Acknowledgments

The authors gratefully acknowledge the financial supports by the National Natural Science Foundation of China under Grant No. 51861145402.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 5May 2021

History

Received: Jun 17, 2020
Accepted: Sep 17, 2020
Published online: Feb 25, 2021
Published in print: May 1, 2021
Discussion open until: Jul 25, 2021

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Graduate Research Assistant, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., Shanghai 201804, China. ORCID: https://orcid.org/0000-0003-3122-2645. Email: [email protected]
Graduate Research Assistant, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., Shanghai 201804, China. Email: [email protected]
Xiangdao Hou [email protected]
Graduate Research Assistant, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., Shanghai 201804, China. Email: [email protected]
Graduate Research Assistant, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., Shanghai 201804, China. ORCID: https://orcid.org/0000-0002-1072-4956. Email: [email protected]
Feipeng Xiao, Ph.D., M.ASCE [email protected]
P.E.
Professor, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., Shanghai 201804, China (corresponding author). Email: [email protected]

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