Development of an analytic approach utilizing the extended common midpoint method to estimate asphalt pavement thickness with 3-D ground-penetrating radar

被引:49
|
作者
Zhao, Shan [1 ]
Al-Qadi, Imad L. [1 ]
机构
[1] Univ Illinois, Dept Civil & Environm Engn, 205 N Mathews Ave, Urbana, IL 61801 USA
关键词
Nondestructive testing (NDT); 3-D GPR; Asphalt concrete pavement; Layer thickness; Extended common midpoint method (XCMP); DIELECTRIC-CONSTANT; LAYER THICKNESSES; GPR;
D O I
10.1016/j.ndteint.2015.11.005
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
As a nondestructive technique, ground-penetrating radar (GPR) has been applied to estimate asphalt pavement thickness. The extended common midpoint (XCMP) method is a method that can be used on the air-coupled, pulsed horn antenna to increase the accuracy of asphalt pavement thickness estimation without calibrating the dielectric constant by taking cores. 3-D GPR is a multi-array, stepped-frequency radar that can measure both in-line and cross-line directions at a very close sampling interval. By developing signal-processing and numerical analysis techniques, this research integrates 3-D GPR with the XCMP method. By validating the developed algorithm at a full-scale test site, the study concludes that by using signal processing techniques and numerical analysis approaches, 3-D GPR can be used to accurately predict asphalt layer thickness using the XCMP method when the layer thickness is greater than 64mm. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:29 / 36
页数:8
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