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3-D GROUND-PENETRATING RADAR APPLIED TO FRACTURE IMAGING IN GNEISS

机译:适用于片麻岩断裂成像的3D探地雷达

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摘要

Three-dimensional, ground-penetrating radar (georadar) techniques suitable for geological engineering applications have been developed and tested. Initial experiments were conducted on the floor of a quarry in southern Switzerland from which ornamental gneissic rock is extracted. During a brief two-day period? constant-offset georadar data were recorded over a 650 m(2) area with a grid cell size of 0.1 m x 0.2 m. Georadar velocities were estimated from the results of expanding spread surveys. All georadar data and associated geometry files were recorded automatically in seismic industry formats. The experimental georadar data set was processed, image-enhanced, and interpreted using 3-D seismic reflection software operating on a workstation. Arbitrary vertical sections, time slices, 3-D images, and animated movies in which the observer ''travels'' through the entire data volume were constructed from the resultant migrated georadar data. Semi-automatic tracking routines allowed continuous subhorizontal reflections to a maximum depth of 30 m to be mapped through the rock mass. These reflections, which are characterized by negative polarity onsets, are probably caused by a system of ubiquitous water-filled fractures, 2-4 cm thick. Volumes of rock bounded by the subhorizontal fractures were estimated from isopach maps and rock quality was assessed on the basis of root-mean-square (rms) amplitudes of reflections. An extension of a steep-dipping fault exposed on a nearby quarry wall was best delineated on maps representing the horizontal gradients of reflection times. To synthesize in a single figure the principal geological results of the study, picked reflection times were presented in the form of shaded relief surfaces, in which remarkably vivid structural details of the subhorizontal fractures and intersecting near-vertical fault could be discerned. It is concluded that 3-D georadar methods have the potential to resolve a wide range of engineering and environmental problems. [References: 23]
机译:已经开发并测试了适用于地质工程应用的三维探地雷达(georadar)技术。在瑞士南部一个采石场的地板上进行了初步实验,从中提取了装饰性片麻岩岩石。在短短的两天内?在650 m(2)的区域上记录了恒定偏移量的地雷达数据,栅格像元大小为0.1 m x 0.2 m。 Georadar速度是根据扩展的分布调查的结果估算的。所有地理雷达数据和相关的几何文件都以地震行业格式自动记录。使用在工作站上运行的3-D地震反射软件对实验地雷达数据集进行了处理,图像增强和解释。任意垂直截面,时间片,3-D图像和动画电影,其中观察者从生成的迁移的地雷达数据中“遍历”整个数据量。半自动跟踪程序允许通过岩体测绘连续的亚水平反射,最大深度为30 m。这些反射以负极性开始为特征,可能是由一个普遍存在的充满水的裂缝(2-4厘米厚)造成的。根据等值线图估算了由水平下裂缝界定的岩石的体积,并根据反射的均方根(rms)幅度评估了岩石质量。最好在代表反射时间水平梯度的地图上标出暴露在附近采石场墙壁上的陡倾断层的延伸。为了将研究的主要地质结果汇总成一个图,以阴影浮雕面的形式给出了选择的反射时间,其中可以清楚地看到水平下裂缝和近垂直断层相交的构造细节。结论是,3-D地雷达方法具有解决广泛的工程和环境问题的潜力。 [参考:23]

著录项

  • 来源
    《Geophysics》 |1996年第4期|p. 1050-1064|共15页
  • 作者

    Grasmueck M.;

  • 作者单位

    SHELL INT EXPLORAT & PROD BV POB 162 NL-2501 AN THE HAGUE NETHERLANDS;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地球物理学;
  • 关键词

  • 入库时间 2022-08-18 00:20:09

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