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Journal Articleโ€ขDOIโ€ข

A signal processing methodology for assessing the performance of ASTM standard test methods for GPR systems

01 Mar 2017-Signal Processing (Elsevier)-Vol. 132, pp 327-337
TL;DR: This work proposes a GPR signal processing methodology, calibrated and validated on the basis of a consistent amount of data collected by means of laboratory-scale tests, to assess the performance of the above standard test methods for GPR systems.
About: This article is published in Signal Processing.The article was published on 2017-03-01 and is currently open access. It has received 27 citations till now. The article focuses on the topics: Ground-penetrating radar.

Summaryย (3 min read)

1. INTRODUCTION

  • Ground penetrating radar (GPR) is an increasingly popular non-destructive testing (NDT) technique that emits a short pulse of electromagnetic energy into the subsurface [1, 2].
  • In Germany, instructions on the use of radar systems for non-destructive testing in civil engineering [10] and for gaining inventory data of road structures [11] are available.
  • Furthermore, a novel pre-processing method for GPR signals, based on the minimum gradient method, is discussed in [28].
  • In line with the above and according to the guidance provided by the mentioned ASTM standards, this paper is (to the best of the authorsโ€™ knowledge) the first study that focuses on the ASTM SNR test, thereby aiming at providing a detailed analysis of the bias and variance of the testing variable under consideration (i.e. the SNR).

2. BASIC FRAMEWORK ON GPR PRINCIPLES AND REFERENCE ASTM

  • STANDARDS 2.1 GPR working principles and main applications.
  • The hardware of a GPR system utilized for the measurement of the subsurface conditions usually consists of a transmitter and a receiver antenna, a radar control unit, and suitable data storage and display devices.
  • Measurements can be traditionally performed in two main survey configurations, namely, with ground-coupled or air-coupled antennas, as a function of the main purposes and type of survey.
  • To cite a few, the authors can mention the evaluation of layer thicknesses [44] and subsurface moisture [45, 46], the assessment of damage conditions in hot-mix asphalt (HMA) layers [47], load-bearing layers and subgrade soils [48-51], the inspection of concrete structures [52, 53].

2.2 ASTM standard test methods

  • The ASTM society is an international organization that develops and publishes voluntary consensus technical standards for a wide range of materials, products, systems, and services.
  • For air-launched antennas, four main tests are mentioned and worthy to be verified, namely, i) the signal-to-noise ratio (SNR), ii) the signal stability, iii) the linearity in the time axis and time window accuracy, and iv) the long-term stability test.
  • To the best of the authorsโ€™ knowledge, no in-depth study is provided in the literature about the analysis of the compliance with the SNR test of a GPR signal, which conversely appears to be one of the main requirements by the manufacturers.
  • The Standard recommends to perform the SNR test on each of the above 100 waveforms and to take the average signal-to-noise value of the 100 waveforms as reference โ€œsignal-to-noise of the systemโ€.

3. SIGNAL PROCESSING METHODOLOGY FOR ASTM STANDARD

  • The SNR test method, as defined by the D 6087 โ€“ 08 ASTM Standard [24], is here taken as the reference parameter for assessing the performance of the GPR signals, in terms of bias and variance.
  • Only three papers investigating on the precision of the GPR measurements have been found in the literature.
  • Nevertheless, none of these papers provides any discussion about the precision of the SNR test method, especially in terms of bias.
  • Hence, bias stands for the average difference to be expected between the estimator and the underlying parameter.
  • Afterwards, the authors provide such a discussion in Section 3.2, evaluating the bias and variance of the testing variable under consideration.

3.1 Optimal threshold tuning

  • Nevertheless, no further information is provided on how the threshold has been set, nor to which accuracy (or signal stability) of the GPR equipment this threshold corresponds.
  • The authors provide the signal processing methodology to evaluate the proper threshold for the specific GPR equipment, according to a fixed desired (i.e. target) level of accuracy.
  • First of all, the authors evaluate the SNR of the system as the average SNR over a number of L trials as follows: ๐‘†๐‘๐‘… = 1 ๐ฟ โˆ™ โˆ‘ ๐‘†๐‘๐‘…๐‘— ๐ฟ ๐‘—=1 , (4) In particular, SNRj is the SNR of the j-th experiment, and defined as the ratio between the mean signal and the noise peaks, respectively.
  • Since all the terms of the sum in (4) represent SNRs of different experiments, they also represent physically independent and hence statistically independent random variables.
  • Then, let us now define with PACC the desired (or target) level of accuracy (in percentage) requested to the GPR system.

3.2 Performance evaluation

  • It is evaluated the performance of the SNR test method, by theoretically assessing the bias and the variance of the estimation error of the testing variable in (4).
  • In the following analysis, the authors first evaluate the bias and the variance of SNRฬ‚๐‘—, and then they compute the bias and variance in (11).
  • The algebraic expressions (12) and (13) are trivially derived from a computation of the partial derivatives of the expressions in (4).
  • It has to be noted that both the estimations in (22) and (23) vary with 1/K, meaning that the SNR estimator is consistent (i.e. as the number of considered radar waveforms K becomes larger and larger, the estimate tends to the true value).

4.1 Laboratory set-up

  • Several laboratory-scale tests were performed according to the set-up shown in Fig.
  • This may be mostly due to the deflections induced to the surveying apparatus by the combination of remarkable traffic speeds and damaged conditions of the pavement surface when performing GPR measurements in real roads.
  • Considerations on the signal response in near-field and far-field conditions can also be drawn.
  • The floor under the antennas was covered by a 200 cm ร— 200 cm copper sheet acting as perfect electric conductor (PEC), and capable to completely reflect the propagation waves and generating a pulse with maximum amplitude.
  • Measurements at each of the aforementioned heights were performed using three air-coupled GPR systems with different central frequencies of 1 and 2 GHz.

4.2 Experimental outcomes

  • The assumptions made in the previous Section have been firstly empirically verified.
  • As in the previous case, the authors can notice a maximum variation of the signal and noise peak within the 6% for the 2 GHZ EU equipment, whereas this value is between the 6-7% in the case of the 2GHz NA system.
  • Variances of the noise peak for 100 consecutive radar traces.
  • Hence, the authors can now evaluate the performance of the SNR test method, by computing the bias and variance of the estimation errors, according to (21) and (22).
  • The threshold value modifies accordingly to h. Figs. 10 and 11 show how the accuracy of the GPR signal varies versus the threshold in the cases of the 2GHZ EU and the 2GHZ NA GPR systems, respectively.

5. CONCLUSION

  • This paper has devised a signal processing methodology for assessing the performance of the international standard test methods released by the American Society for Testing and Materials (ASTM) about the application of GPR techniques.
  • The theoretical expressions for the bias and variance of the estimation error have been evaluated by a reduced Taylorโ€™s expansion up to the second order.
  • Therefore, a closed form expression for theoretically tuning the optimal threshold according to a fixed target value of the GPR signal stability has been proposed.
  • The overall study has been extended to three air-coupled GPR systems with different antennas to analyze the specific relationship between the frequency of investigation, the optimal thresholds, and the signal stability.
  • The results achieved from several trials at the laboratory scale confirm the consistency of such a methodology for assessing the performance of these international standard test methods for GPR systems.

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Journal Articleโ€ขDOIโ€ข
R.M. Gray1โ€ข
01 Dec 1976

359ย citations

Journal Articleโ€ขDOIโ€ข
19 Feb 2019
TL;DR: Results have proven the viability of the proposed signal processing method for data acquired on flexible pavements using GPR, provided recommendations on use of specific processing stages depending on survey requirements and quality of the raw dataset.
Abstract: Effective quality assurance and quality control inspections of new roads as well as assessment of remaining service-life of existing assets is taking priority nowadays. Within this context, use of ground penetrating radar (GPR) is well-established in the field, although standards for a correct management of datasets collected on roads are still missing. This paper reports a signal processing method for data acquired on flexible pavements using GPR. To demonstrate the viability of the method, a dataset collected on a real-life flexible pavement was used for processing purposes. An overview of the use of non-destructive testing (NDT) methods in the field, including GPR, is first given. A multi-stage method is then presented including: (i) raw signal correction; (ii) removal of lower frequency harmonics; (iii) removal of antenna ringing; (iv) signal gain; and (v) band-pass filtering. Use of special processing steps such as vertical resolution enhancement, migration and time-to-depth conversion are finally discussed. Key considerations about the effects of each step are given by way of comparison between processed and unprocessed radargrams. Results have proven the viability of the proposed method and provided recommendations on use of specific processing stages depending on survey requirements and quality of the raw dataset.

71ย citations

Journal Articleโ€ขDOIโ€ข
TL;DR: In this article, the integration of ground penetrating radar (GPR) and the Interferometric Synthetic Aperture Radar (InSAR) techniques for the monitoring of the rail-abutment transition area in railway bridges is reported.
Abstract: This paper reports the integration of the Ground Penetrating Radar (GPR) and the Interferometric Synthetic Aperture Radar (InSAR) techniques for the monitoring of the rail-abutment transition area in railway bridges. To this purpose, an experimental campaign was conducted on a rail truss bridge located in Puglia, Southern Italy. On one hand, GPR was used to obtain structural details of the subsurface (thickness of the ballasted layer, position of the sleepers, presence of clay/humidity spots) and to identify potential construction-related issues. Parallel to this, InSAR analyses were mainly addressed to monitor subsidence at the rail-abutment transition area. Outcomes of this investigation outlined presence of subsidence at both the areas of transition and have proven the proposed integrated approach as viable to achieve a more comprehensive assessment of the structural integrity of railway bridges.

44ย citations

Journal Articleโ€ขDOIโ€ข
TL;DR: In this article, a ground-penetrating radar (GPR)-based assessment of railway ballast which was progressively fouled with a fine-grained silty soil material was reported.

41ย citations


Cites background from "A signal processing methodology for..."

  • ...The tank was laid above a 2m ร— 2m copper-made perfect electric conductor (PEC) sheet, which allowed to reflect completely the waves propagating through the investigated material [36]....

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References
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Journal Articleโ€ขDOIโ€ข
TL;DR: A brief history of ground penetrating radar (GPR) can be found in this article, where a discussion of current trends and a sense of future developments is given as well as future developments.
Abstract: Ground penetrating radar (GPR) is a relatively new geophysical technique. The last decade has seen major advances and there is an overall sense of the technology reaching a level of maturity. The history of GPR is intertwined with the diverse applications of the technique. GPR has the most extensive set of applications of any geophysical technique. As a result, the spatial scales of applications and the diversity of instrument configurations are extensive. Both the value and the limitations of the method are better understood in the global user community. The goal of this paper is to provide a brief history of the method, a discussion of current trends and give a sense of future developments.

196ย citations


"A signal processing methodology for..." refers background in this paper

  • ...Ground penetrating radar (GPR) is an increasingly popular non-destructive testing (NDT) technique that emits a short pulse of electromagnetic energy into the subsurface [1, 2]....

    [...]

01 Feb 2015

191ย citations


"A signal processing methodology for..." refers background in this paper

  • ...Benedetto), environmental engineering [3], geology, archaeology, forensic and public safety [4], planetary sciences [5] are therefore increasingly interested by the application of this tool....

    [...]

Bookโ€ขDOIโ€ข
01 Jan 2015
TL;DR: In this article, the most advanced applications of ground penetrating radar (GPR) in a civil engineering context, with documentation of instrumentation, methods, and results are presented, with detailed attention devoted to use of GPR in the inspection of geological structures and of construction materials and structures, including reinforced concrete, steel reinforcing bars, and pre/post-tensioned stressing ducts.
Abstract: This book, based on Transport and Urban Development COST Action TU1208, presents the most advanced applications of ground penetrating radar (GPR) in a civil engineering context, with documentation of instrumentation, methods, and results. It explains clearly how GPR can be employed for the surveying of critical transport infrastructure, such as roads, pavements, bridges, and tunnels, and for the sensing and mapping of underground utilities and voids. Detailed attention is also devoted to use of GPR in the inspection of geological structures and of construction materials and structures, including reinforced concrete, steel reinforcing bars, and pre/post-tensioned stressing ducts. Advanced methods for solution of electromagnetic scattering problems and new data processing techniques are also presented. Readers will come to appreciate that GPR is a safe, advanced, nondestructive, and noninvasive imaging technique that can be effectively used for the inspection of composite structures and the performance of diagnostics relevant to the entire life cycle of civil engineering works

189ย citations

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TL;DR: A novel data acquisition system for wideband synthetic aperture imaging based on CS by exploiting sparseness of point-like targets in the image space by using linear projections of the returned signals with random vectors as measurements.

130ย citations

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TL;DR: In this paper, a field study was conducted to optimize the wide angle reflection and refraction and fixed offset methods of measuring the ground wave velocity and to find the effective ground wave sampling depth under irrigation and drainage conditions.

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This work proposes a GPR signal processing methodology, calibrated and validated on the basis of a consistent amount of data collected by means of laboratory-scale tests, to assess the performance of the above standard test methods for GPR systems.ย Finally, the study is extended to GPR systems with different antenna frequencies to analyze the specific relationship between the frequency of investigation, the optimal thresholds, and the signal stability.ย