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Radar spectral analysis and evaluation of the effect of grouting treatment in karst caves and soil caves

机译:岩溶洞穴和土壤洞穴注浆处理的雷达光谱分析和效果评估

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This paper studies karst cave and soil cavity development in the process of karst collapse as a means of disaster prevention and control. Using the karst area of the Shandong section of the Beijing-Shanghai high-speed railway as a test area, a numerical simulation method is presented as well as the model test to study the characteristics of typical radar images of different types of karst caves and soil cavities. By combining theoretical analysis with field test results, the method and characteristic standards for nondestructive testing using ground-penetrating radar to determine the grouting effect on a karst roadbed are given. The radar spectrum characteristics are analyzed for a cave, water-filled cave, clay-filled cave, karst cave with dense grouting and karst cave with grouting that is not dense. Comprehensive analysis of the results of indoor model testing and numerical analysis, combined with the engineering practice of evaluating the effect of grouting treatment in the selected section of the Beijing-Shanghai high-speed railway, clarifies the basic characteristics of map recognition of radar detection of karst grouting. The morphological characteristics of the karst caves in the geological radar images are usually composed of many hyperbolic strong reflection waves. Multiple-reflection wave groups of high amplitude, low frequency, and equal distance indicate the side wall of the cave. The bottom interface of the cave is not obvious, although when the bottom part of the cave is filled with water or clay, silt, sand and gravel material. The bottom of the reflection wave will be enhanced. When the cave is filled with material, the electromagnetic wave energy decays rapidly, the high-frequency part is absorbed, and the reflection is mostly low frequency wave. The characteristics of radar images of the slurry distribution area are obvious in the grouting zone. A horizontal direction results in arc-shaped distribution, and a vertical direction has more regular distribution. The results of the study are helpful in the exploration of karst caves and soil caves, and the evaluation of the effect of grouting treatment in mitigating karst collapse.
机译:本文研究了喀斯特塌陷过程中的喀斯特洞穴和土壤腔的发育,以此作为灾害的预防和控制手段。以京沪高铁山东段岩溶区为试验区,提出了数值模拟方法和模型试验,研究了不同类型的岩溶洞穴和土壤的典型雷达图像的特征。空腔。结合理论分析和现场试验结果,给出了探地雷达确定岩溶路基注浆效果的无损检测方法和特征标准。分析了一个溶洞,一个充满水的溶洞,一个充满黏土的溶洞,一个有浓密灌浆的喀斯特溶洞和一个没有稠密灌浆的喀斯特溶洞的雷达频谱特性。室内模型测试结果的综合分析和数值分析,结合京沪高铁所选区间注浆处理效果评价的工程实践,阐明了雷达探测雷达图识别的基本特征。岩溶灌浆。地质雷达图像中的岩溶洞穴的形态特征通常由许多双曲线强反射波组成。高振幅,低频和相等距离的多重反射波组指示了洞穴的侧壁。尽管当洞穴的底部充满水或粘土,淤泥,沙子和砾石材料时,洞穴的底部界面并不明显。反射波的底部将得到增强。当洞穴中充满物质时,电磁波能量迅速衰减,高频部分被吸收,反射大部分为低频波。灌浆区泥浆分布区的雷达图像特征明显。水平方向形成弧形分布,而垂直方向具有更规则的分布。研究结果有助于岩溶洞穴和土壤溶洞的勘探,以及注浆处理对减轻岩溶塌陷的效果的评估。

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