Development of the Road Pavement Deterioration Model Based on the Deep Learning Method

被引:79
作者
Choi, Seunghyun [1 ]
Do, Myungsik [1 ]
机构
[1] Hanbat Natl Univ, Dept Urban Engn, Daejeon 34158, South Korea
关键词
deep learning; long short-term memory; sequence lengths; pavement deterioration model; crack; rutting depth; international roughness index; NEURAL-NETWORKS; ALGORITHM;
D O I
10.3390/electronics9010003
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
In Korea, data on pavement conditions, such as cracks, rutting depth, and the international roughness index, are obtained using automatic pavement condition investigation equipment, such as ARAN and KRISS, for the same sections of national highways annually to manage their pavement conditions. This study predicts the deterioration of road pavement by using monitoring data from the Korean National Highway Pavement Management System and a recurrent neural network algorithm. The constructed algorithm predicts the pavement condition index for each section of the road network for one year by learning from the time series data for the preceding 10 years. Because pavement type, traffic load, and environmental characteristics differed by section, the sequence lengths (SQL) necessary to optimize each section were also different. The results of minimizing the root-mean-square error, according to the SQL by section and pavement condition index, showed that the error was reduced by 58.3-68.2% with a SQL value of 1, while pavement deterioration in each section could be predicted with a high coefficient of determination of 0.71-0.87. The accurate prediction of maintenance timing for pavement in this study will help optimize the life cycle of road pavement by increasing its life expectancy and reducing its maintenance budget.
引用
收藏
页数:15
相关论文
共 36 条
[1]  
[Anonymous], 2016, SUSTAINABILITY BASEL, DOI DOI 10.3390/SU8080797
[2]   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
[3]  
ATTOHOKINE NO, 1994, CONF PROC TRANSP RES, P55
[4]  
Ceylan H., 2014, International Journal of Pavement Research and Technology, V7, P434
[5]   Pavement roughness modeling using back-propagation neural networks [J].
Choi, JH ;
Adams, TM ;
Bahia, HU .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2004, 19 (04) :295-303
[6]  
Choi S., 2018, INT J HIGHWAY ENG, V20, P57, DOI [10.7855/IJHE.2018.20.2.057, DOI 10.7855/IJHE.2018.20.2.057]
[7]  
Dahl GE, 2013, INT CONF ACOUST SPEE, P8609, DOI 10.1109/ICASSP.2013.6639346
[8]  
Do Myungsik, 2010, 한국도로학회논문집, V12, P61
[9]   Use of neural networks for condition rating of jointed concrete pavements [J].
Eldin, NN ;
Senouci, AB .
ADVANCES IN ENGINEERING SOFTWARE, 1995, 23 (03) :133-141
[10]   CONDITION RATING OF RIGID PAVEMENTS BY NEURAL NETWORKS [J].
ELDIN, NN ;
SENOUCI, AB .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1995, 22 (05) :861-870