土堤隐患地质雷达探测图谱特征分析

    Analysis on Geological Radar Detection Spectrum Characteristics of Hidden Danger in Earth Embankment

    • 摘要: 针对某河岸土堤隐患探测需求,结合该河岸土堤的构成特征,基于时域差分理论,采用GPRSIM软件对不同隐患的地质雷达图谱进行正演模拟,并将模拟结果与现场探测得到的图谱进行对比分析,发现:堤身良好段各结构层介质分布均匀,地质雷达反射波图谱上显示为同相轴连续,堤身反射界面连续、稳定,无大的起伏;堤身发生沉降较小时,地质雷达反射波图谱上显示同相轴连续,但呈下凹形特征;堤身发生较大沉降或土体松散时,地质雷达反射波图谱上显示同相轴不连续,异常区域振幅较弱,雷达波形频率偏低,土体松散易引起较大的沉降和混凝土面层下部脱空现象。正演模拟结果与地质雷达现场实测和验证结果基本一致。

       

      Abstract: In response to the demand for detecting hidden danger in earth embankment of a certain riverbank, combined with the composition characteristics of the riverbank earth embankment and based on the time-domain difference theory, the GPRSIM software was employed to conduct forward modeling of the geological radar spectrum for different hidden dangers. The simulation results were compared and analyzed with the spectrum obtained from on-site detection. It was discovered that: in the sections with good embankment conditions, the medium distribution of each structural layer was uniform, and the geological radar reflection wave spectrum showed continuous phase axes, with continuous and stable reflection interfaces of the embankment and no significant fluctuations; when the settlement of the embankment was relatively small, the geological radar reflection wave spectrum showed continuous phase axes but with a concave-shaped characteristic; when the settlement of the embankment was significant or the soil was loose, the geological radar reflection wave spectrum showed discontinuous phase axes, with weak amplitudes in the abnormal areas, a low frequency of the radar waveform, and loose soil was prone to cause significant settlement and voids beneath the concrete surface layer. The forward modeling results were largely consistent with the on-site measured and verified results of the geological radar.

       

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