• 제목/요약/키워드: ground penetrating radar

검색결과 204건 처리시간 0.021초

Probing of Concrete Specimens using Ground Penetration Radar

  • Rhim, HongChul
    • Corrosion Science and Technology
    • /
    • 제3권6호
    • /
    • pp.262-264
    • /
    • 2004
  • Ground Penetrating Radar (GPR) has been used to image inside concrete specimens embedded with steel bars and delamination. An imaging algorithm has been developed to improve measurement output generated from a commercial radar system. For the experiments, laboratory size concrete specimens are made with the dimensions of $1,000mm(W){\times}1,000mm(L){\times}250mm(D)$. The results have shown improved output of the radar measurements compared to commercially available processing methods.

지하레이다를 이용한 고고학 탐사 (Application of Ground Penetrating Radar for Archaeological Monuments)

  • 손호웅
    • 자원환경지질
    • /
    • 제29권6호
    • /
    • pp.745-752
    • /
    • 1996
  • 일본 이시카와현 나카지마시의 고분에서 500 MHz 안테나를 사용하여 지하레이다를 이용한 고고학 탐사를 실시하였다. 이 연구의 주목적은 지하레이다를 활용하여 고분내 매장물에 손상을 주지 않고 탐사하는데 있었다. 탐사지역을 격자상태로 탐사하였으며, 교차점의 수신레이다파 자료를 2.4 nanosecond 간격으로 나누고 구간내의 대표 값으로 분산치를 취하여 횡단면 등고선도를 만들었다. 자료처리 결과 레이다탐사로 깊이에 따른 고분의 중요 특징들을 발견할 수 있었으며, 고분내 관의 방향은 수평면하 9.6 nanosecond 아래에서 잘 보여지고 있다. 레이다 탐사자료는 전기비저항 탐사결과와 비교 분석되었으며, 고분내 관의 위치, 방향 및 건축양식에 대한 정보를 주고 있다.

  • PDF

Detecting buried human remains using near-surface geophysical instruments

  • Powell Kathryn
    • 지구물리와물리탐사
    • /
    • 제7권1호
    • /
    • pp.88-92
    • /
    • 2004
  • To improve the recovery rate of unlocated buried human remains in forensic investigations, there is scope to evaluate and develop techniques that are applicable to the Australian environment. I established controlled gravesites (comprising shallow buried kangaroos, pigs, and human cadavers) in South Australia, to allow the methodical testing of remote sensing equipment for the purpose of grave detection in forensic investigations. Eight-month-old pig graves are shown to provide more distinct identifying results using ground-penetrating radar when compared to four-year-old kangaroo graves. Two further aspects of this research are presented: information (obtained from a survey) relating to the police use of geophysical instruments for locating buried human remains, and the use of electrical resistivity for locating human remains buried in a coffin. The survey of Australian police jurisdictions, covering the period 1995-2000, showed that police searches for unlocated bodies have not successfully located human remains using any geophysical instruments (such as ground-penetrating radar, magnetometers, or electrical resistivity). Lower resistivity readings were found coincident with the 150-year-old single historical burial in a heavily excavated field, in a situation where its exact location was previously unknown.

지반투과 레이더 시스템을 위한 SRD 임펄스 발생기 및 안테나의 설계 및 제작에 관한 연구 (A Study on Design and Fabrication of SRD Impulse Generator and Antenna for Ground Penetrating Radar System)

  • 김형종;신석우;최길웅;최진주;신상열
    • 한국군사과학기술학회지
    • /
    • 제14권3호
    • /
    • pp.509-516
    • /
    • 2011
  • In this paper, a ground penetrating radar(GPR) system is implemented for landmine detection. The performance of the GPR system is associated with the characteristics of local soil and buried target. The choice of the center frequency and the bandwidth of the GPR system are the key factors in the GPR system design. To detect a small and shallow target, the higher frequencies are needed for high depth resolution. We have been designed, fabricated and tested a new impulse generator using step recovery diodes. The measured impulse response has an amplitude of 6.2V and a pulse width of 250ps. The implemented GPR system has been tested real environmental conditions and has proved its ability to detect a small buried target.

Automated ground penetrating radar B-scan detection enhanced by data augmentation techniques

  • Donghwi Kim;Jihoon Kim;Heejung Youn
    • Geomechanics and Engineering
    • /
    • 제38권1호
    • /
    • pp.29-44
    • /
    • 2024
  • This research investigates the effectiveness of data augmentation techniques in the automated analysis of B-scan images from ground-penetrating radar (GPR) using deep learning. In spite of the growing interest in automating GPR data analysis and advancements in deep learning for image classification and object detection, many deep learning-based GPR data analysis studies have been limited by the availability of large, diverse GPR datasets. Data augmentation techniques are widely used in deep learning to improve model performance. In this study, we applied four data augmentation techniques (geometric transformation, color-space transformation, noise injection, and applying kernel filter) to the GPR datasets obtained from a testbed. A deep learning model for GPR data analysis was developed using three models (Faster R-CNN ResNet, SSD ResNet, and EfficientDet) based on transfer learning. It was found that data augmentation significantly enhances model performance across all cases, with the mAP and AR for the Faster R-CNN ResNet model increasing by approximately 4%, achieving a maximum mAP (Intersection over Union = 0.5:1.0) of 87.5% and maximum AR of 90.5%. These results highlight the importance of data augmentation in improving the robustness and accuracy of deep learning models for GPR B-scan analysis. The enhanced detection capabilities achieved through these techniques contribute to more reliable subsurface investigations in geotechnical engineering.

Noncontact techniques for monitoring of tunnel linings

  • White, Joshua;Hurlebaus, Stefan;Shokouhi, Parisa;Wittwer, Andreas;Wimsatt, Andrew
    • Structural Monitoring and Maintenance
    • /
    • 제1권2호
    • /
    • pp.197-211
    • /
    • 2014
  • An investigation of tunnel linings is performed at two tunnels in the US using complimentary noncontact techniques: air-coupled ground penetrating radar (GPR), and a vehicle-mounted scanning system (SPACETEC) that combines laser, visual, and infrared thermography scanning methods. This paper shows that a combination of such techniques can maximize inspection coverage in a comprehensive and efficient manner. Since ground-truth is typically not available in public tunnel field evaluations, the noncontact techniques used are compared with two reliable in-depth contact nondestructive testing methods: ground-coupled GPR and ultrasonic tomography. The noncontact techniques are used to identify and locate the reinforcement mesh, structural steel ribs, internal layer interfaces, shallow delamination, and tile debonding. It is shown that this combination of methods can be used synergistically to provide tunnel owners with a comprehensive and efficient approach for monitoring tunnel lining conditions.

Modelling and Simulation Resolution of Ground-Penetrating Radar Antennas

  • Alsharahi, G.;Mostapha, A. Mint Mohamed;Faize, A.;Driouach, A.
    • Journal of electromagnetic engineering and science
    • /
    • 제16권3호
    • /
    • pp.182-190
    • /
    • 2016
  • The problem of resolution in antenna ground-penetrating radar (GPR) is very important for the investigation and detection of buried targets. We should solve this problem with software or a numeric method. The purposes of this paper are the modelling and simulation resolution of antenna radar GPR using three antennas, arrays (as in the software REFLEXW), the antenna dipole (as in GprMax2D), and a bow-tie antenna (as in the experimental results). The numeric code has been developed for study resolution antennas by scattered electric fields in mode B-scan. Three frequency antennas (500, 800, and 1,000 MHz) have been used in this work. The simulation results were compared with experimental results obtained by Rial and colleagues under the same conditions.

Imaging of Steel Bars Embedded inside Mortar Specimens for Nondestructive Testing

  • Rhim, Hong-Chul;Park, Kyung-Hyun
    • KCI Concrete Journal
    • /
    • 제12권1호
    • /
    • pp.139-144
    • /
    • 2000
  • Ground Penetrating Radar (GPR) with 1 GHz antenna has been used to locate a steel bar embedded inside laboratory-prepared mortar specimens. Four mortar specimens are made with the dimensions of 100 cm (length) x 100 cm (width) x 14 cm (depth). One specimen had no bars and the other three specimens had a Dl9 steel bar at 4, 6. and 8 cm depth. As a part of the experimental work, the dielectric constants of mortar specimens are measured during curing. As the curing time increased. the dielectric constant decreased with decreasing moisture content inside the specimen. The steel bar embedded inside mortar specimens has been successfully identified in all three cases. The results using signal processing scheme developed in this study significantly improved the output of a commercially available radar system.

  • PDF