基于三相混凝土模型的路面空洞的地面透雷达响应特征研究
Shuaishuai Wei1, Huan Zhang2, Jiancun Fu2
1School of Civil Engineering, Qingdao University of Technology, Qingdao 266520, China.
Sensors (Basel, Switzerland)
|September 27, 2025
概括
本研究引入了一种新的混凝土模型,以使用地面透雷达 (GPR) 改进在路面上的地下空洞检测. 该模型考虑了聚合散射,提高了GPR数据的解释,以提高结构完整性和安全性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 地质物理学 地质物理学
- 材料科学 材料科学 材料科学
背景情况:
- 混凝土路面的地下空隙损害了结构完整性和安全性.
- 穿透地面的雷达 (GPR) 是一个关键的非破坏性技术,用于空洞检测.
- 在混凝土中聚合物的散射会产生错误的信号,阻碍准确的GPR分析.
研究的目的:
- 开发一个高保真三相混凝土模型来模拟GPR波传播.
- 调查聚合散射对GPR数据解释的影响.
- 为了提高在混凝土路面中地下空隙检测的准确性.
主要方法:
- 开发了一个三相混凝土模型 (聚合物,砂,ITZ).
- 使用有限差异时间域 (FDTD) 方法进行电磁波模拟.
- 通过多频 2D/3D GPR 现场测试和钻井验证验证的验证模拟结果.
主要成果:
- 聚合散射会产生伪过度的异常,模仿空虚.
- 真空信号可以通过散射掩盖,导致错过检测.
- 模拟的异常与现场测试结果密切匹配,验证了模型.
结论:
- 拟议的模型准确地模拟了用聚合物在混凝土中的GPR波传播.
- 对于空洞检测中的GPR数据,提供了增强的解释策略.
- 这项研究提高了在混凝土路面中进行非破坏性空洞评估的可靠性.
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