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

K. Wada, S. Karasawa, K. Kawata, T. Ueki, S. Ebihara
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引用次数: 2

Abstract

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.
利用三维定向钻孔雷达系统ReflexTracker进行桩基和空腔探测
为了评估我们正在开发的3D定向钻孔雷达系统ReflexTracker®,我们对其检测东京地区贫瘠底土中桩基的能力以及日本中部爱知县住宅小区旁边的空洞进行了实验研究。为了评估基桩的可探测性,我们在已知混凝土桩附近的两个钻孔(垂直和倾斜60度)中进行了全方位和定向钻孔雷达测量。我们利用现有的图纸和规范,很好地描述了现场的桩的材料、结构、位置和深度,并进行了探地雷达和垂直差磁测量,以确定桩头的确切位置。两个井眼的测量都取得了成功。估计的反射点的三维位置与已知桩的位置吻合良好,垂直钻孔和钻孔测量的精度分别为0.14 ~ 0.20 m。为了评估空腔可探测性,我们收集了岩心样本,检查了地质条件和钻井作业估计的现有空腔以及SPT的n值。定向井眼雷达测量在雷达图中显示了几个重要的反射相位,并揭示了与三维反射点获得的钻井结果相对应的空腔的存在。通过对ReflexTracker的桩基检测和空腔检测的两项实验研究,我们得出结论,该系统可以应用于地基较差的土木工程问题。
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