应用探地雷达建立特定地区的地下结构模型

A. Ristic, M. Govedarica, M. Vrtunski, D. Pctrovacki
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引用次数: 3

摘要

本文介绍了地下结构几何参考模型的一般建立方法。它由标准化的调查程序和通用的数据模型组成。在这个过程中,主要的测量技术是探地雷达扫描。对特定感兴趣区域(AOI)进行了程序分析。具体的AOI,本研究的重点是堤防,公用事业和山体滑坡。通过案例分析,讨论了具体AOI的调查程序和数据模型。以塞尔维亚诺维萨德洪水堤防为例进行堤防分析。结果包括地下结构和人工设施(管道)几何形状的定位,土壤类型识别和从河岸取出透水材料区域的体积含水量。圆柱形公用设施在雷达图中通过特定的双曲形状来识别,其几何形状包含有关物体周围土壤的深度、半径、空间方向和表观相对介电常数的信息。提出了一种基于雷达图中拟合双曲线几何图形的管道定位和波传播速度的有效方法。利用探地雷达对弗鲁斯卡戈拉山进行了滑坡分析。结果包括地下结构的定位,反映了第一次和第二次减灾措施后滑坡的状态。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Application of GPR for creating underground structure model of specific areas of interest
In this paper, a general procedure for creation of georeferenced underground structure model is described. It consists of standardized survey procedures and a generalized data model. The dominant survey technology in this procedure is GPR scanning. Analysis of the procedure was done on specific areas of interest (AOI). The specific AOI, on which this research is focused are levees, utilities and landslides. Survey procedures and data model for specific AOI were discussed through case studies. Case study for levee analysis was performed on flooding bank in Novi Sad, Serbia. Results included the localization of underground structure and manmade utilities (pipes) geometry, soil type identification and volumetric moisture content of a zone where permeable material was taken out from the bank. Cylindrical utilities are identified in radargrams by the specific hyperbolic shapes whose geometries contain information on the depth, radius, spatial orientation, and apparent relative permittivity of the soil surrounding the object. An efficient approach for pipe localization and wave propagation velocity based on fitted hyperbola geometries in radargrams is presented. Landslide analysis by GPR was done on the mountain Fruska Gora. Results included underground structure localization which represented status of the landslide after the first and second mitigation measures.
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