Feasibility Study of Time Lapse Ground Penetrating Radar as Monitoring Measures for Deep Excavation Works

Pak CW Kenneth, G. Ren, J. Li, W. Lai
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Abstract

This paper studies the feasibility of the Time Lapse GRP (TLGPR) to be a monitoring measures for deep excavation works. The TLGPR aims to quantify the difference between two radargram collected along boundary of construction site at different time. It provides an information on the degree of change, or even formation of void, in the soil mass being retained by lateral support. Non-signal processed data (256 samples per trace) were input to an in-house LabView programme for Wavelet Transform (WT) to determine the peak frequency of A-scan at particular time-depth. By comparing the differences in peak frequency at different time, changes in soil mass identified. Result shows that the TLGPR able to quantify the degree of change between two radargram. Moreover, due to the TLGPR is comparing the difference in frequency domain, it is capable to identify differences which are not visually notable from signal processed image.
时移探地雷达作为深基坑工程监测措施的可行性研究
本文研究了时移GRP (TLGPR)作为深基坑工程监测手段的可行性。TLGPR旨在量化在不同时间沿建筑工地边界收集的两个雷达图之间的差异。它提供了关于被侧向支撑所保留的土体的变化程度,甚至是空洞形成的信息。非信号处理数据(每个迹线256个样本)被输入到LabView内部程序进行小波变换(WT),以确定特定时间深度下a扫描的峰值频率。通过比较不同时间的峰值频率差异,确定土体的变化。结果表明,TLGPR能够量化两个雷达图之间的变化程度。此外,由于TLGPR是比较频域的差异,它能够从信号处理后的图像中识别出视觉上不显著的差异。
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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