Testing on depth profile of seawall by using the method of ground penetrating radar

Pingsong Zhang, Yongsheng Li, Xiongyao Xie
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引用次数: 1

Abstract

Testing on the depth profile of dam is an important content in the seawall project of riprap and inning. The ground penetrating radar methods can be used to get effective parameters of the profile. The structure of seawall project includes two parts, namely the primary seawall and the suppression layer of both sides. And being in the field of tide, the suppression layers are soaked by seawater everyday. So the different types of antennas must be selected to collect data of GPR during testing in the primary seawall and the suppression layer. The high-frequency antenna with 50 MHz of the drag type can collect efficiently the data of GPR during testing in the suppression layer. In the detection of the seawall project in Zhejiang, the wave groups in the migration profile of GPR wave through data procession have good continuity and are easy to trace and contrast. According to the actual thickness of riprap through testing in the obligating bore of seawall, the velocity of radar wave can be revised correctly. Then the riprap thicknesses of different points and its filling characteristics in the profile can be judged exactly. Here the effective exploration depth can reach 20 to 30 m. At the same time the section of seismic imaging methods are used to finish comparative analysis. The synthetic results are acquired, and it can offer the reliable technical parameters for the calculation of riprap stone quantity and the future construction of the inning project.
用探地雷达法测试海堤纵深剖面
坝体深度剖面测试是抛石围堰工程中的一项重要内容。利用探地雷达方法可以得到剖面的有效参数。海堤工程的结构包括两部分,即主海堤和两侧抑制层。由于处于涨潮区,抑制层每天都受到海水的浸渍。因此,在主海堤和抑制层进行探地雷达测试时,必须选择不同类型的天线进行数据采集。50 MHz拖曳型高频天线能有效地采集探地雷达在抑制层测试时的数据。在浙江海堤工程的探测中,经过数据处理的探地雷达波偏移剖面中的波群具有良好的连续性,易于追踪和对比。根据实际抛石厚度,通过对海堤专用孔的测试,可以正确修正雷达波的速度。从而准确判断出剖面中不同点的抛石厚度及其充填特征。此处有效勘探深度可达20 ~ 30 m。同时采用剖面地震成像方法完成对比分析。综合计算结果,可为今后工程的抛石用量计算和施工提供可靠的技术参数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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