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Design and Implementation of Geophysical Monitoring and Remote Sensing during a Full Scale Embankment Internal Erosion Test

机译:全面路堤内部侵蚀试验中地球物理监测与遥感的设计与实现

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This paper describes the conception and deployment of a multi-geophysics and remote sensing approach to monitoring internal erosion in a test embankment that was loaded to increase seepage and initiate internal erosion in Booncschans, Netherlands in fall 2013. IJkdijk is a full-scale field testing embankment constructed to facilitate sensor validation testing for monitoring embankment loading and failure conditions. The embankment was constructed of a single zone high plasticity clay embankment with sand foundation. The test embankment was subjected to reservoir loads simulating tidal and storm surge conditions known to induce internal erosion in actual embankments. Geophysical monitoring of subsurface conditions was pursued using self-potential and passive seismic methods. Concurrent terrestrial lidar remote sensing methods were implemented to track millimeter scale deformation. Each of these monitoring approaches was implemented successfully and yielded useful spatial and temporal information throughout the seven days of testing, from initial reservoir loading to completion of the test.
机译:本文介绍了一种用于监测路堤内部侵蚀的多地球物理和遥感方法的概念和部署,该路堤于2013年秋季在荷兰Booncschans加载以增加渗流并引发内部侵蚀。IJkdijk是一个全面的现场测试路堤的构造便于进行传感器验证测试,以监控路堤的载荷和破坏情况。路堤由带砂基础的单区高塑性粘土路堤构成。测试路堤承受着模拟潮汐和风暴潮条件的储层载荷,已知这些条件会在实际路堤中引起内部侵蚀。利用自势和被动地震方法进行了地下条件的地球物理监测。并发地面激光雷达遥感方法被用来跟踪毫米尺度的变形。这些监测方法中的每一种均已成功实施,并且在整个测试的7天(从初始油藏加载到测试完成)中产生了有用的空间和时间信息。

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