FDTD Simulation for Moisture Asphalt Pavement Thickness and Density Estimation Utilizing Ground Penetrating Radar

被引:0
作者
Lilong Cui
Tianqing Ling
Jingzhou Xin
Rukai Li
机构
[1] Chongqing Jiaotong University,School of Civil Engineering
[2] Chongqing Jiaotong University,School of Architecture and Urban Planning
[3] Chongqing Jiaotong University,National and Local Joint Engineering Laboratory of Traffic Civil Engineering Materials
[4] Chongqing Jiaotong University,State Key Laboratory of Mountain Bridges and Tunnel Engineering
来源
KSCE Journal of Civil Engineering | 2021年 / 25卷
关键词
Asphalt pavement; Ground penetrating radar (GPR); Finite-difference time-domain; (FDTD) simulation; Moisture effect; Thickness; Density;
D O I
暂无
中图分类号
学科分类号
摘要
Ground penetrating radar (GPR) has the potential to estimate the thickness and density of asphalt pavement during compaction. However, the surface moisture sprayed by the compactor interferes with the accuracy of data collection significantly. This study proposed an approach based on the extended common midpoint (XCMP) method to minimize the effect of surface moisture. Both the numerical simulation of finite-difference time-domain (FDTD) and laboratory experiments were carried out to study the effect of the surface moisture on the GPR signal. Then, three FDTD models with different incident angles of GPR signal were established, and the difference of time intervals obtained from dry and moisture pavements with each model was studied to propose a proper antennas installation mode. Finally, the thickness and density estimated using the proposed method and surface reflection method were compared to validate the accuracy of the proposed approach. The results show that: 1) FDTD models were verified to simulate the interaction of GPR signal with moisture pavement effectively; 2) the time interval of the GPR signal between the surface and bottom of AC layer increased as the thin wet layer dielectric constant grew, and remained unaffected by the electric conductivity of the thin wet layer; 3) the average error of thickness and density predicted utilizing the proposed method were less than 1.3% and 2.4%, respectively, undercomplicated compaction conditions. This study notes that compaction monitoring in real time could benefit from the proposed method.
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页码:3336 / 3345
页数:9
相关论文
共 79 条
  • [1] Al-Qadi IL(2010)In-place hot-mix asphalt density estimation using ground-penetrating radar Transportation Research Record: Journal of the Transportation Research Board 2152 19-27
  • [2] Leng Z(2017)Compactness/density assessment of newly-paved highway containing recycled asphalt pavement by means of non-nuclear method Construction & Building Materials 154 1151-1163
  • [3] Lahouar S(2011)Dielectric modeling ofasphalt mixtures and relationship with density Journal of Transportation Engineering 137 104-111
  • [4] Baek J(2017)Assessment of the density and moisture content of asphalt mixtures of road pavements Construction & Building Materials 154 1216-1225
  • [5] Araujo S(2005)Modelling ground penetrating radar by GprMax Construction & Building Materials 19 755-762
  • [6] Beaucamp B(2018)Enhanced model for continuous dielectric-based asphalt compaction evaluation Transportation Research Record: Journal of the Transportation Research Board 2672 144-154
  • [7] Delbreilh L(2017)Evaluating asphalt concrete air void variation via GPR antenna array data Case Studies in Nondestructive Testing and Evaluation 3 27-33
  • [8] Dargent E(2002)Approach to determining in situ dielectric constant of pavements: Development and implementation at interstate 81 in Virginia Transportation Research Record Journal of the Transportation Research Board 1806 81-87
  • [9] Fauchard C(2014)An innovative method for measuring pavement dielectric constant using the extended CMP method with two aircoupled GPR systems NDT & E International 66 90-98
  • [10] Chang CM(2011)Development and validation for in situ asphalt mixture density prediction models NDT & E International 44 369-375