Real-Time Asphalt Pavement Layer Thickness Prediction Using Ground-Penetrating Radar Based on a Modified Extended Common Mid-Point (XCMP) Approach

被引:15
|
作者
Wang, Siqi [1 ]
Leng, Zhen [2 ]
Sui, Xin [2 ]
Zhang, Weiguang [1 ]
Ma, Tao [1 ]
Zhu, Zehui [3 ]
机构
[1] Southeast Univ, Sch Transportat, Dept Roadway Engn, Nanjing 211189, Jiangsu, Peoples R China
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[3] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61820 USA
关键词
Asphalt pavement; ground-penetrating radar; layer thickness; extended common mid-point method; DIELECTRIC-CONSTANT; GPR; PERMITTIVITY; SIGNAL;
D O I
10.1109/TITS.2023.3343196
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The conventional surface reflection method has been widely used to measure the asphalt pavement layer dielectric constant using ground-penetrating radar (GPR). This method may be inaccurate for in-service pavement thickness estimation with dielectric constant variation through the depth, which could be addressed using the extended common mid-point method (XCMP) with air-coupled GPR antennas. However, the factors affecting the XCMP method on thickness prediction accuracy haven't been studied. Manual acquisition of key factors is required, which hinders its real-time applications. This study investigates the affecting factors and develops a modified XCMP method to allow automatic thickness prediction of in-service asphalt pavement with non-uniform dielectric properties through depth. A sensitivity analysis was performed, necessitating the accurate estimation of time of flights (TOFs) from antenna pairs. A modified XCMP method based on edge detection was proposed to allow real-time TOFs estimation, then dielectric constant and thickness predictions. Field tests using a multi-channel GPR system were performed for validation. Both the surface reflection and XCMP setups were conducted. Results show that the modified XCMP method is recommended with a mean prediction error of 1.86%, which is more accurate than the surface reflection method (5.73%).
引用
收藏
页码:6848 / 6860
页数:13
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