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Electrical resistivity imaging of unknown bridge foundations

机译:未知桥梁基础的电阻率成像

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Unknown bridge foundations pose a significant safety risk due to stream scour and erosion. Records from older structures may be non-existent, incomplete or incorrect. We evaluate 2D and 3D electrical resistivity imaging (ERI) as a means to reliably identify the depth of unknown bridge foundations. A survey procedure is described for mixed terrain/water environments in the presence of rough terrain. Some electrodes are installed on the stream banks while others are adapted for underwater use. Tests were conducted at five field sites, including three roadway bridges, a geotechnical test site and a railway bridge, containing drilled shafts and spread footings of both known and unknown depth extent. The 2D data acquisition was carried out in the dipole-dipole configuration. The 2D ERI method resolved the shape and depth extent of the larger bridge foundations but, with less accuracy, the shape and depth extent of the smaller foundations. The 3D ERI method is time-consuming and does not add sufficient additional value over 2D ERI to become a practical tool for unknown bridge foundation investigations. The 2D ERI method is a cost-effective geophysical method that is relatively easy to use by bridge engineers.
机译:由于溪流冲刷和侵蚀,未知的桥梁基础会带来重大的安全风险。来自较旧结构的记录可能不存在,不完整或不正确。我们评估2D和3D电阻率成像(ERI)作为可靠识别未知桥梁基础深度的一种手段。描述了在崎terrain地形中存在混合地形/水环境的调查程序。一些电极安装在河岸上,而另一些则适合在水下使用。测试在五个现场进行,包括三个行车桥,一个岩土工程测试场和一个铁路桥,其中包含已知深度和未知深度范围的钻探井筒和地基。 2D数据采集以偶极-偶极配置进行。二维ERI方法解决了较大桥梁基础的形状和深度范围,但精度较低的问题解决了较小基础的形状和深度范围。 3D ERI方法非常耗时,并且没有在2D ERI之上添加足够的附加值,无法成为未知桥梁基础研究的实用工具。 2D ERI方法是一种经济高效的地球物理方法,桥梁工程师相对易于使用。

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