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Road foundation detailing using ground penetrating radar systems with different frequencies

机译:使用不同频率的探地雷达系统进行路基详图

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This paper reports on the assessment of the underground construction details of a road pavement using different frequency ground penetrating radar (GPR) antenna systems. In addition to this, the possible presence and location of an underground watercourse was investigated in this work. The existence of the latter problem was perceived due to reoccurrence of longitudinal and traversal road surface cracking as well as subsidence at a particular section of the road. Reoccurrence of this damage was interpreted and related to the possible existence of an underground watercourse. The original design and the construction of the road were as such to prevent this movement. Therefore it seemed necessary to perform a GPR survey to investigate and confirm the underground construction details of the road. To this purpose, the identified area was surveyed using high to low frequency antennas with 2000 MHz, 900 MHz, 600 MHz and 200 MHz central frequencies of investigation. The results were conclusive in terms of construction details provided and evidence of subsidence within the road identified. The maximum depth of penetration achieved by the use of the 600 MHz and the 200 MHz antennas (maximum of 3 m) did not allow to identify or confirm the existence of any underground watercourse.
机译:本文报告了使用不同频率的探地雷达(GPR)天线系统对路面的地下施工细节进行评估的情况。除此之外,这项工作还研究了地下河道的可能存在和位置。感觉到后一个问题的存在是由于再次发生纵向和横向路面开裂以及在特定路段的沉降。对该损害的再次发生进行了解释,并与地下水道的可能存在有关。道路的原始设计和建造都可以防止这种运动。因此,似乎有必要进行GPR调查,以调查和确认道路的地下施工细节。为此,使用高频到低频天线以2000 MHz,900 MHz,600 MHz和200 MHz的中心调查频率对识别出的区域进行了调查。就提供的施工细节和所确定道路内的沉降证据而言,结果是结论性的。使用600 MHz和200 MHz天线达到的最大穿透深度(最大3 m)无法识别或确认任何地下河道的存在。

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