Archives of civil engineering | |
Prediction of Asphalt Creep Compliance Using Artificial Neural Networks | |
I. YutM. S., Ph.D. Candidate, Department of Civil and Environmental Engineering, University of Connecticut,EmailOther articles by this author:De Gruyter OnlineGoogle Scholar1  A. ZofkaCorresponding authorPh. D., Assistant Professor, Department of Civil and Environmental Engineering, University ofEmailOther articles by this author:De Gruyter OnlineGoogle Scholar2  | |
[1] M. S., Ph.D. Candidate, Department of Civil and Environmental Engineering, University of Connecticut,;Ph. D., Assistant Professor, Department of Civil and Environmental Engineering, University of | |
关键词: Keywords: asphalt binder; Hot Mix Asphalt; Artificial Neural Networks; Beam Bending Rheometer; creep compliance; Indirect Tension test; | |
DOI : 10.2478/v.10169-012-0009-9 | |
学科分类:建筑学 | |
来源: Polska Akademia Nauk * Instytut Podstawowych Problemow Techniki / Polish Academy of Sciences, Institute of Fundamental Technological Research | |
【 摘 要 】
Creep compliance of the hot-mix asphalt (HMA) is a primary input of the current pavement thermal cracking prediction model used in the US. This paper discusses a process of training an Artificial Neural Network (ANN) to correlate the creep compliance values obtained from the Indirect Tension (IDT) with similar values obtained on small HMA beams from the Bending Beam Rheometer (BBR). In addition, ANNs are also trained to predict HMA creep compliance from the creep compliance of asphalt binder and vice versa using the BBR setup. All trained ANNs exhibited a very high correlation of 97 to 99 percent between predicted and measured values. The binder creep compliance functions built on the ANN-predicted discrete values also exhibited a good correlation when compared with the laboratory experiments. However, the simulation of trained ANNs on the independent dataset produced a significant deviation from the measured values which was most likely caused by the differences in material composition, such as aggregate type and gradation, presence of recycled additives, and binder type.
【 授权许可】
Unknown
【 预 览 】
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RO201902188844403ZK.pdf | 526KB | download |