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Updated: Sep 6, 2025

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Quantifying the Surface Strain Field Induced by Active Sources with Distributed Acoustic Sensing: Theory and

Peter G Hubbard1, Joseph P Vantassel2, Brady R Cox3

  • 1Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720, USA.

Sensors (Basel, Switzerland)
|June 24, 2022
PubMed
Summary

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Distributed acoustic sensing (DAS) accurately measures ground strain, matching geophone data for engineering applications like hazard monitoring. Proper alignment and coupling are key for reliable quantitative dynamic strain measurements.

Area of Science:

  • Geophysics
  • Geotechnical Engineering

Background:

  • Quantitative dynamic strain measurements are crucial for engineering applications, including natural hazard monitoring and soil-structure interaction studies.
  • Distributed acoustic sensing (DAS) is a promising technology, but its accuracy for ground strain measurement requires further investigation regarding directional sensitivity, spatial positioning, and amplitude response.

Purpose of the Study:

  • To validate the physical measurements of ground strain obtained using DAS against theoretical models and geophone measurements.
  • To assess the consistency of DAS measurements with theoretical transfer functions and reception patterns.

Main Methods:

  • Comparison of DAS strain measurements with geophone data under various broadband, high-amplitude, and complex wavefield conditions.
  • Development of a theoretical transfer function for DAS arrays, considering gauge length, pulse shape, and cable design.
Keywords:
DASDFOSgeophonesstrain measurementtransfer functionwave propagation

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  • 3D elastic finite-difference simulations to establish the theoretical relationship between DAS-measured and pointwise strain for active sources.
  • Main Results:

    • DAS and geophone measurements show consistent phase and amplitude for broadband, high-amplitude, and complex wavefields when proper alignment, cable coupling, ground coupling, and laser stability are ensured.
    • A transfer function for DAS arrays is presented, and a theoretical relationship between DAS and pointwise strain is derived.
    • A method for precise spatial alignment of DAS channels with geophone locations is proposed, achieving tolerances below the DAS spatial resolution.

    Conclusions:

    • DAS technology is validated as a reliable tool for quantitative dynamic ground strain measurements in engineering applications.
    • The study provides a framework for understanding and improving DAS measurement accuracy, including methods for quality estimation and spatial alignment.
    • Findings support the broader application of DAS in geotechnical engineering, natural hazard monitoring, and site investigations.