Machine Learning Approach to Predict International Roughness Index Using Long-Term Pavement Performance Data

被引:45
作者
Damirchilo, Farshid [1 ]
Hosseini, Arash [2 ]
Parast, Mahour Mellat [1 ]
Fini, Elham H. [3 ]
机构
[1] Arizona State Univ, Del E Webb Sch Construct Management, 660S Coll Ave, Tempe, AZ 85281 USA
[2] Terracon Consultants Inc, 4685 S Ash Ave,Suite H-4, Tempe, AZ 85282 USA
[3] Arizona State Univ, Sch Sustainable Engn & Built Environm, 660 S Coll Ave, Tempe, AZ 85281 USA
基金
美国国家科学基金会;
关键词
Machine learning; International Roughness Index (IRI); Data science; Long-term pavement performance (LTPP); Systematic literature review; Pavement performance; REGRESSION; MODEL;
D O I
10.1061/JPEODX.0000312
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
On-time pavement maintenance and rehabilitation are required to maintain or improve pavement roughness, which is an indicator of pavement performance and road safety. Better prediction of maintenance time can help in budget planning and allocation for highways as well as a better and safer driving experience for drivers. In this research, the International Roughness Index (IRI) for asphalt concrete pavement is predicted based on the 12,637 observations in the Long-Term Pavement Performance (LTPP) data set for 1,390 roads and highways in 50 states of the US and the District of Columbia from 1989 to 2018. To identify the research gaps and to better understand the state-of-the-art research in IRI prediction, a systematic literature review (SLR) has been performed to develop a comprehensive view of machine learning techniques used for IRI prediction. We used a machine learning algorithm that can handle missing data in the LTPP data set. Extreme gradient boosting (XGBoost) was used to predict the IRI. Also, the support vector regression (SVR) and random forest (RF) models were used to compare the results. Our results show that XGBoost provides a better model fit in terms of mean absolute error and coefficient of determination. Moreover, our results show that No.-200-passing, hydraulic conductivity, and equivalent single-axle loads in thousands (KESAL) are the most important factors in predicting the IRI.
引用
收藏
页数:14
相关论文
共 61 条
[1]   International Roughness Index prediction model for flexible pavements [J].
Abdelaziz, Nader ;
Abd El-Hakim, Ragaa T. ;
El-Badawy, Sherif M. ;
Afify, Hafez A. .
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2020, 21 (01) :88-99
[2]  
Al-Omari B., 1995, Transportation research record, P57
[3]   Development of Roughness Prediction Models for Low-Volume Road Networks in Northeast Brazil [J].
Albuquerque, Fernando S. ;
Nunez, Washington Peres .
TRANSPORTATION RESEARCH RECORD, 2011, (2205) :198-205
[4]  
American Concrete Pavement Association, 2002, INT ROUGHN IND IRI W
[5]  
ASTM, 2017, E136495 ASTM
[6]   Analysis of learning rate and momentum term in backpropagation neural network algorithm trained to predict pavement performance [J].
Attoh-Okine, NO .
ADVANCES IN ENGINEERING SOFTWARE, 1999, 30 (04) :291-302
[7]  
Awad M., 2015, Neural Inf. Process., P67
[8]  
Boser B. E., 1992, Proceedings of the Fifth Annual ACM Workshop on Computational Learning Theory, P144, DOI 10.1145/130385.130401
[9]   Statistical modeling: The two cultures [J].
Breiman, L .
STATISTICAL SCIENCE, 2001, 16 (03) :199-215
[10]   Random forests [J].
Breiman, L .
MACHINE LEARNING, 2001, 45 (01) :5-32