USE OF GPR TECHNOLOGIES IN THE ROAD PAVEMENT SURVEY

A. Batrakova, S. Urdzik
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Abstract

The article contains information on the study of the possibilities of introducing GPR technologies into the practice of road surveying. The prospects for the development of this scientific direction are also analyzed. The tasks that can be solved with the use of ground-penetrating radar equipment during the non - rigid pavement. The main reasons preventing a more dynamic implementation of ground-penetrating radar technologies in the construction industry are considered in detail. The main reasons are: the difficulty of interpreting GPR data, the lack of an instrument base, the lack of a single complex of equipment and mathematical support for non - rigid pavement, which allows for guaranteed high-precision interpretation of the results of GPR surveys of non - rigid pavement and ground surfaces, and the absence of a regulatory framework that regulates the survey of highways with the use of ground-penetrating radars. Modeling of signal propagation in an environment with known electrophysical characteristics allows to determine the shape and amplitude of a complete signal, giving the possibility of correct interpretation of radargrams in order to determine the speed of signal propagation in the studied structures, electrophysical characteristics of structural materials of layers of non - rigid pavement, the interface of environments. To carry out experimental studies aimed at the development of methods of thickness measurement and defectoscopy of structural layers of non - rigid pavement, specialists of the Kharkiv national automobile and highway university use a set of geolocation equipment that uses ultra-broadband signals. A set of georadar equipment is used both for conducting experimental laboratory research of road clothing and for field surveys for the purpose of developing a road monitoring system using radar methods. For the verification and practical use of the proposed scheme for determining the time delay of signals, which allows to calculate the thickness of the structure under study, appropriate software was developed. A series of laboratory experiments were conducted using this software product. As shown by the experimental laboratory studies, the method allows to restore the thickness of the layer under investigation with a fairly high accuracy. Keywords: GPR diagnostics, highway, non - rigid pavement, ground surface, reliability, operational condition, research, electrophysical properties.
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探地雷达技术在道路路面测量中的应用
这篇文章包含了研究将探地雷达技术引入道路测量实践的可能性的信息。并对该科学方向的发展前景进行了分析。在非刚性路面中使用探地雷达设备可以解决的任务。详细考虑了阻碍建筑行业更动态地实施探地雷达技术的主要原因。主要原因是:解释探地雷达数据的困难,缺乏仪器基础,缺乏单一的复杂设备和非刚性路面的数学支持,这允许保证对非刚性路面和地面的探地雷达调查结果进行高精度解释,以及缺乏规范使用探地雷达调查高速公路的监管框架。在具有已知电物理特性的环境中对信号传播进行建模,可以确定完整信号的形状和幅度,从而提供正确解释雷达图的可能性,以便确定在所研究的结构中信号传播的速度,非刚性路面层结构材料的电物理特性,环境的界面。为了开展旨在开发非刚性路面结构层厚度测量和缺陷检查方法的实验研究,哈尔科夫国立汽车和公路大学的专家使用了一套使用超宽带信号的地理定位设备。一套地质雷达设备既用于进行道路服装的实验室实验研究,也用于实地调查,目的是利用雷达方法开发道路监测系统。为了验证和实际应用所提出的方案来确定信号的时间延迟,允许计算所研究的结构的厚度,开发了相应的软件。利用该软件产品进行了一系列的实验室实验。实验研究表明,该方法可以以相当高的精度恢复被测层的厚度。关键词:探地雷达诊断,公路,非刚性路面,地面,可靠性,运行状况,研究,电物理特性。
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