基于土石混合体随机重构的路基空洞地质雷达响应特征

    Response characteristics of ground-penetrating radar for subgrade void based on random reconstruction of soil-rock mixture

    • 摘要: 为研究土石混填路基空洞对地质雷达波的响应特征,考虑土石混合体的随机性和非均性,提出以椭圆伸缩变形法构造碎石颗粒,以随机投放和随机生长算法重构含孔隙的土石混合体细观模型,借助GprMax软件开展了土石混填路基空洞的地质雷达正演模拟,基于等效介电常数对模型的适用性进行了验证,进一步研究了路基碎石含量、孔隙率、含水率对空洞反射信号的影响规律。结果表明:电磁波传播至空洞时会强烈反射,土石混填路基中电磁波散射明显,波形模糊且波面不光滑,碎石粒径越大,反射波波形畸变越严重,可辨识度越低;碎石是引起电磁波散射的主要原因,适当的碎石含量可以增强空洞信号振幅,超过一定含量后,会造成信号衰减;孔隙率和含水率主要通过介电常数影响空洞反射信号特征。该研究可为土石混填路基空洞的地质雷达图像识别提供理论依据。

       

      Abstract: In order to study the response characteristics of geological radar waves to soil-rock mixed subgrade void, a microscopic model of soil-rock mixture with pores is built with considering the randomness and non-uniformity of soil-rock mixtures. The random placement method together with the random growth method are employed for the model, in which the gravel particle model is built by the elliptical expansion deformation method. The geological radar forward simulations of soil-rock mixed subgrade void are carried out by using GprMax software. And the applicability of the model is verified by the equivalent dielectric constant. Furthermore, the influence of subgrade roadbed gravel content, porosity, and moisture content on the reflection signal of voids are simulated. The results show that the electromagnetic waves will be strongly reflected when it propagates to the void. The electromagnetic wave scattering in the soil-rock mixed subgrade is obvious, the waveform is blurry, and the wave surface is not smooth. The larger the particle size of the gravel particle, the more severe the distortion of the reflected wave, and the lower the distinguishability. Gravel is the main cause of electromagnetic wave scattering, and an appropriate amount of gravel can enhance the amplitude of cavity signals. If it exceeds a certain amount, the signal will attenuate. The porosity and moisture content mainly affect the reflection signal characteristics of void through the dielectric constant. This study can provide a theoretical basis for the recognition of geological radar images of void in soil-rock mixed subgrade.

       

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