Research on Pavement Skid Resistance Performance Prediction Model Based on Big Data Analysis and XGBoost Algorithm

被引:1
作者
Li, Sili [1 ]
Shang, Qianli [1 ]
Tian, Bo [1 ]
机构
[1] Minist Transport, Res Inst Highway, 8 Xitucheng Rd, Beijing, Peoples R China
来源
FUZZY SYSTEMS AND DATA MINING V (FSDM 2019) | 2019年 / 320卷
基金
国家重点研发计划;
关键词
road engineering; prediction model; XGBoost algorithm; side-way force coefficient; skid resistance performance; big data;
D O I
10.3233/FAIA190223
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
In order to explore the correlation among various influence factors on pavement skid resistance performance and improve the performance prediction accuracy, this research has established a pavement skid resistance performance prediction model based on XGBoost algorithm, with the analysis and pre-process of related big data from LTPP database. The research then uses this prediction model to analyze the influence of basic features and time sequence features on pavement's skid resistance performance, and compares the prediction results with other commonly used prediction models to evaluate the prediction accuracy and effectiveness. Results have shown that in terms of model evaluation index R2 and RMSE values, the XGBoost model has much better prediction performance than the linear regression model LR, the gray model GM, and the BPNN model. According to the output of XGBoost model, the initial side-way force coefficient is the most important indicator for predicting SFC, while rainfall and snowfall are also strongly correlated with skid resistance performance prediction. Meanwhile, if target characteristics and prediction features modified to different occasions, this XGBoost prediction model has great potential for even wider application.
引用
收藏
页码:558 / 563
页数:6
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