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Related Concept Videos

Taping Over Different Ground Profiles01:12

Taping Over Different Ground Profiles

317
Taping over varying ground profiles requires careful adaptation to achieve accurate measurements. On smooth, level ground with minimal vegetation, the tape can rest directly on the ground. Here, the taping team, typically consisting of a head and a rear tapeman, coordinates their positions with clear communication. The rear tapeman holds the tape at the starting point and guides the head tapeman toward a range pole placed beyond the endpoint, using hand or voice signals to ensure alignment.On...
317
Errors in Taping01:18

Errors in Taping

299
Errors in taping arise from multiple factors that can significantly impact measurement accuracy in surveying. Misalignment of the tape, often due to human error, is one primary source. A skilled rear tapeman, using a telescope, can help correct alignment by guiding the head tapeman; however, human limitations still lead to small inaccuracies. These errors may include misplacement of pins or inaccurate tape readings due to common visual confusions, such as mistaking a six for a nine. Such...
299

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Related Experiment Video

Updated: Jan 10, 2026

Tracking Infiltration Front Depth Using Time-lapse Multi-offset Gathers Collected with Array Antenna Ground Penetrating Radar
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Georadar Waveform Characterization of Tunnel Lining Rear Defects and Joint Detection Method in Time and Frequency

Jian Liu1,2, Wei Yan1, Gaohang Lv1

  • 1School of Qilu Transportation, Shandong University, Jinan 250014, China.

Sensors (Basel, Switzerland)
|November 27, 2025
PubMed
Summary

This study used geological radar to detect tunnel lining defects. Different filling materials like water, air, and crushed stone showed distinct signal characteristics, enabling accurate defect identification.

Keywords:
defect detectionground-penetrating radartime–frequency-domain analysistunnel lining structurewaveform characteristics

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Area of Science:

  • Geophysics
  • Civil Engineering
  • Non-destructive Testing

Background:

  • Tunnel lining integrity is crucial for infrastructure safety.
  • Detecting concealed defects like cracks and voids behind tunnel linings presents signal interference and feature recognition challenges.

Purpose of the Study:

  • To analyze geological radar signal characteristics for differentiating concealed defects behind tunnel linings.
  • To evaluate the effectiveness of time-domain, frequency-domain, and time-frequency-domain analyses for defect classification.

Main Methods:

  • A 1:1 reinforced concrete-steel arch frame composite lining model was tested.
  • Simulated surrounding rock defects with crushed stone, air, and water filling media.
  • Analyzed geological radar signal data in time, frequency, and time-frequency domains.

Main Results:

  • Water-filled areas exhibited strong reflections (peak frequency 712 MHz) with enhanced high-frequency components.
  • Air-filled zones showed a spectral peak at 531 MHz and broadened high-frequency bandwidth.
  • Crushed stone areas displayed a spectral peak at 507 MHz with rapid high-frequency attenuation and energy dispersion.
  • Time-domain analysis revealed distinct waveform amplitudes and shapes for each filling medium.

Conclusions:

  • Peak frequency, amplitude attenuation, and waveform shape are key indicators for discriminating filling materials.
  • Time-frequency domain feature fusion enhances geological radar detection accuracy in complex tunnel lining structures.