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Foundation pile and cavity detection by the 3D directional borehole radar system, ReflexTracker

机译:通过3D定向钻孔雷达系统ReflexTracker检测基础桩和空腔

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In order to evaluate our developing 3D directional borehole radar system, ReflexTracker®, we carried out experimental studies on its capability to detect foundation piles in poor subsoil in the Tokyo area, and cavities beside a housing complex in Aichi Prefecture, central Japan. To evaluate foundation pile detectability, we took omnidirectional and directional borehole radar measurements in two boreholes (vertical and tilted at 60 degrees) near known concrete piles. We utilized existing drawings and specifications that well described the piles at the site in terms of their materials, structures, locations, and depths, and conducted GPR and vertical differential magnetic surveys to confirm the exact locations of the pile heads. The measurements were successfully taken for both boreholes. The estimated 3D locations of the reflected points were in good agreement with the known pile locations, with an accuracy of 0.14 to 0.20 m from the pile for measurements with the vertical and the titled boreholes, respectively. For the cavity detectability evaluation, we collected core samples to check geological conditions and existing cavities estimated by drilling operations and N-values by SPT. The directional borehole radar measurements showed several significant reflected phases in a radargram and revealed the existence of the cavities corresponding to the drilling results obtained from 3D reflected points. As a result of the two experimental studies for foundation piles and cavity detectability of the ReflexTracker, we concluded that the system could be applied to civil engineering issues in poor subsoil ground.
机译:为了评估我们正在开发的3D定向井下雷达系统ReflexTracker®,我们进行了实验研究,以检测东京地区贫瘠的地下土壤中的地基桩以及日本中部爱知县房屋建筑群旁的空腔。为了评估基础桩的可探测性,我们在已知混凝土桩附近的两个钻孔(垂直和倾斜60度)中进行了全向和定向钻孔雷达测量。我们利用现有的图纸和规格对桩进行了详细的材料,结构,位置和深度方面的描述,并进行了GPR和垂直差分磁测,以确认桩头的确切位置。成功地对两个钻孔进行了测量。反射点的估计3D位置与已知桩位置非常吻合,距离桩的精度为0.14至0.20 m,分别用于垂直井孔和标题井孔的测量。为了进行孔洞可探测性评估,我们收集了岩心样本,以检查地质条件和通过钻井作业估算的现有孔洞以及SPT的N值。定向井眼雷达测量结果在雷达图中显示了几个重要的反射相位,并揭示了与从3D反射点获得的钻孔结果相对应的腔体的存在。通过对ReflexTracker的基础桩和洞洞可探测性的两项实验研究的结果,我们得出结论,该系统可以应用于贫瘠的地下土层中的土木工程问题。

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