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Determination of Unknown Depths of Bridge Foundations for Scour Safety Investigations

机译:浅谈浅谈防水安全调查的未知深度

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This paper summarizes the findings of two recently completed NCHRP research studies to determine the depths and conditions of unknown bridge substructures for scour safety investigations. The NCHRP 21-5 and 21-5(2) studies were focused on the determination of unknown bridge foundation depths and other information related to scour safety studies. Over 100,000 bridges have unknown foundation conditions out of the total National Bridge Inventory of almost 500,000 bridges. The study involved research on surface and borehole methods including stress wave, vibration, magnetic and radar NDE methods. Of these, the borehole Parallel Seismic and surface Ultraseismic methods were found to have the broadest application for determining unknown depths of bridge substructures. The paper explains the two methods. Research case history results are also presented to illustrate data analysis.
机译:本文总结了两项最近完成的NCHRP研究研究的结果,以确定用于防酷安全调查的未知桥梁子结构的深度和条件。 NCHRP 21-5和21-5(2)研究专注于确定未知的桥梁基础深度和与洗涤安全性研究有关的其他信息。超过100,000个桥梁的基础条件未知,近50,000座桥梁全国桥梁库存。该研究涉及表面和钻孔方法的研究,包括应力波,振动,磁性和雷达NDE方法。其中,发现钻孔平行地震和表面超时方法具有最广泛的应用来确定桥梁子结构的未知深度。本文解释了这两种方法。研究案例历史结果也提出了说明数据分析。

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