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Zero-offset profiling using frequency cross-hole radar in a layered embankment test site: Antenna design, simulation and experimental results

机译:在分层路堤测试站点中使用频率交叉孔雷达进行零偏移分析:天线设计,仿真和实验结果

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摘要

Road surface quality is very sensitive to the mechanical properties of an underground structure and particularly to its water content. Depth sounding using boreholes is generally used for geotechnical testing and particularly oven dried measurements. In parallel, electromagnetic measurements based on a cross-hole radar to perform zero-offset profiling are proposed in this paper. Thus, two specific large band dipóle geometries, a 3D folded dipole and a planar blade dipole have been designed to work in the frequency band [0.5;1.5] GHz in order to estimate the vertical water content of a multilayered clay sand embankment test site. The design of both antenna geometries and their integration in a transmission link considering a cross-hole radar with a separation distance less than 1 m, has been performed using the finite difference time-domain (FDTD) commercial software EMPIRE? The picking of the time arrivals has allowed to estimate the real permittivity and the volumetric moisture content using Malicki's relation. The comparison of measurement and simulation results has allowed to highlight the contrasts of real permittivities induced by the volumetric water content and the embankment compaction level. Moreover, in this study the dissipative properties in the soil have been evaluated as they represent complementary depth properties closely linked to the accuracy of the first arrivals picking used for the permittivity estimation, The intrinsic attenuation evaluation is based on a straight analysis in the frequency domain of successive transmission coefficients using the centroid frequency downshift method. Afterwards the electrical conductivity profile has been recovered using a full-wave FDTD analysis and a comparison between measurement and simulation data.
机译:路面质量对地下结构的机械性能特别是其含水量非常敏感。使用钻孔的深度探测通常用于岩土工程测试,尤其是烘箱干燥测量。同时,本文提出了一种基于跨孔雷达的电磁测量以进行零偏移分析的方法。因此,为了估计多层粘土砂路堤试验场的垂直含水量,已经设计了两个特定的大带二极体几何结构,3D折叠偶极子和平面叶片偶极子,以在[0.5; 1.5] GHz频带上工作。考虑到间隔距离小于1 m的跨孔雷达,两种天线的几何形状及其在传输链路中的集成设计已经使用时差有限时域(FDTD)商业软件EMPIRE?进行了设计。通过选择到达时间,可以使用马里奇关系来估计实际电容率和体积水分含量。测量结果和模拟结果的比较可以突出显示由体积水含量和路堤压实水平引起的实际介电常数的对比。此外,在这项研究中,已经评估了土壤中的耗散特性,因为它们表示互补的深度特性,与用于介电常数估算的初次到达采摘的精度紧密相关。本征衰减评估基于频域的直接分析质心频率下移方法确定连续的传输系数。之后,使用全波FDTD分析以及测量和仿真数据之间的比较来恢复电导率曲线。

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