Quantitative moisture measurement of road pavements using 3D noise-modulated GPR

W. Muller, A. Schuermann, B. Reeves
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引用次数: 13

Abstract

Within Queensland, Australia around 90% of state controlled roads are constructed from unbound granular materials with thin bituminous surfacings. These pavements are significantly influenced by moisture. However currently there is no rapid, quantitative method of assessing in-place pavement moisture suitable for use at large scales. This makes it difficult for road engineers to diagnose and treat moisture ingress mechanisms in failing pavements and to properly assess and protect flood weakened roads from heavy vehicle damage. This research focuses on quantitative moisture measurement of unbound granular road pavements using rapid 3D multi-offset ground penetrating radar (GPR) techniques. The work will use an update of an existing 3D noise-modulated GPR (NM-GPR) system to collect multiple wide angle reflection and refraction (WARR) profiles across the road lane, while moving along the road at highway speeds. The intention is to use geophysical methods on this data to determine pavement layer permittivity values and from this estimate in-place pavement moisture. While the NM-GPR update is being finalised, preliminary research has commenced. Synthetic data have been produced to model the expected multi-offset data from the new system. This data have been used to test methods of identifying and tracking subsurface layers and the application of geophysical methods to determine pavement layer permittivity values. Preliminary laboratory investigations of moist pavement materials have also commenced using a vector network analyser (VNA) and a phase-shift measurement technique. This has been done in order to develop the necessary moisture-permittivity relations to calibrate the moisture predictions from the GPR permittivity measurements. This paper describes the current state of research, preliminary simulations and laboratory testing undertaken toward the goal of developing a robust, high-speed method of quantifying in-place road pavement moisture.
利用三维噪声调制探地雷达定量测量路面水分
在澳大利亚昆士兰州,大约90%的国家控制的道路是由未粘结的颗粒材料建造的,表面有薄薄的沥青。这些路面受水分的影响很大。然而,目前还没有一种快速、定量的方法来评估适合大规模使用的现场路面水分。这使得道路工程师很难诊断和处理失效路面的受潮机制,也很难正确评估和保护被洪水侵蚀的道路免受重型车辆的破坏。利用快速三维多偏移距探地雷达(GPR)技术对松散颗粒路面的水分进行定量测量。该工作将使用现有3D噪声调制GPR (NM-GPR)系统的更新,以高速公路速度沿着道路行驶时,收集道路上多个广角反射和折射(WARR)剖面。目的是在这些数据上使用地球物理方法来确定路面层介电常数值,并从中估计现场路面湿度。虽然纳米波探地雷达的更新正在最后确定,但初步研究已经开始。合成数据已经产生,以模拟来自新系统的预期多偏移数据。该数据已用于测试识别和跟踪地下层的方法,以及应用地球物理方法确定路面层介电常数值。潮湿路面材料的初步实验室调查也开始使用矢量网络分析仪(VNA)和相移测量技术。这样做是为了建立必要的水分-介电常数关系,以校准由探地雷达介电常数测量得出的水分预测。本文描述了目前的研究状况、初步模拟和实验室测试,目的是开发一种可靠、高速的就地路面水分量化方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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