Utilization of response surface methodology and machine learning for predicting and optimizing mixing and compaction temperatures of bio-modified asphalt

被引:14
作者
Al-Sabaeei, Abdulnaser M. [1 ,2 ]
Alhussian, Hitham [2 ]
Abdulkadir, Said Jadid [2 ]
Giustozzi, Filippo [3 ]
Napiah, Madzlan [1 ]
Jagadeesh, Ajayshankar [4 ]
Sutanto, Muslich [1 ]
Memon, Abdul Muhaimin [1 ]
机构
[1] Univ Teknol Petronas, Dept Civil & Environm Engn, Bandar Seri Iskandar 32610, Perak, Malaysia
[2] Univ Teknol Petronas, Ctr Res Data Sci, Bandar Seri Iskandar 32610, Perak, Malaysia
[3] RMIT Univ, Civil & Infrastruct Engn, Melbourne, Vic 3001, Australia
[4] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2628 CD Delft, Netherlands
关键词
Crude palm oil; Tire pyrolysis oil; Bio-asphalt; Mixing and compaction temperatures; Response surface methodology; Machine learning; ARTIFICIAL NEURAL-NETWORK; RHEOLOGICAL PROPERTIES; RUBBERIZED ASPHALT; OIL; PERFORMANCE; OPTIMIZATION; MODULUS; MIXTURE;
D O I
10.1016/j.cscm.2023.e02073
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The optimization of energy consumption during asphalt mixture production and compaction is a challenge in producing durable, sustainable, and environmentally friendly asphalt products. This study investigated the effects of crude palm oil (CPO) and/or tire pyrolysis oil (TPO) on shear viscosity and mixing and compaction temperatures of asphalt. Moreover, the possibility of using response surface methodology (RSM) and machine learning (ML) to develop predictive models for the shear viscosity and mixing and compaction temperatures of CPO-and/or TPO-modified asphalt was studied and compared. The results showed that the mixing and compaction tem-peratures significantly decreased with increasing CPO and TPO, and the shear viscosity conse-quently declined because of the light components, resulting in softer binders. However, at 5% of both materials, a balance between the required temperatures and a similar or better viscosity compared to the base asphalt were demonstrated. RSM analysis showed that CPO had a signifi-cant effect on the viscosity and production temperatures of the base and modified asphalts compared with TPO, which had no significant effects. The developed predictive models based on RSM exhibited a correlation coefficient (R2) of more than 0.82 for all responses. In addition, it was found that extreme gradient boosting (XGB) regression was the best among all evaluated algorithms for predicting shear viscosity, whereas random forest regression (RFR) was the best for mixing and compaction temperatures, with R2 values greater than 0.93. The performance eval-uations of XGB and RFR showed extremely small differences between the predicted and experi-mental data. ML outperformed RSM in terms of prediction accuracy.
引用
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页数:25
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