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Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques

Low strain pile integrity testing (LSPIT), due to its simplicity and low cost, is one of the most popular NDE methods used in pile foundation construction. While performing LSPIT in the field is generally quite simple and quick, determining the integrity of the test piles by analyzing and interpreti...

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Autores principales: Cui, De-Mi, Yan, Weizhong, Wang, Xiao-Quan, Lu, Lie-Min
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2017
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5713026/
https://www.ncbi.nlm.nih.gov/pubmed/29068431
http://dx.doi.org/10.3390/s17112443
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author Cui, De-Mi
Yan, Weizhong
Wang, Xiao-Quan
Lu, Lie-Min
author_facet Cui, De-Mi
Yan, Weizhong
Wang, Xiao-Quan
Lu, Lie-Min
author_sort Cui, De-Mi
collection PubMed
description Low strain pile integrity testing (LSPIT), due to its simplicity and low cost, is one of the most popular NDE methods used in pile foundation construction. While performing LSPIT in the field is generally quite simple and quick, determining the integrity of the test piles by analyzing and interpreting the test signals (reflectograms) is still a manual process performed by experienced experts only. For foundation construction sites where the number of piles to be tested is large, it may take days before the expert can complete interpreting all of the piles and delivering the integrity assessment report. Techniques that can automate test signal interpretation, thus shortening the LSPIT’s turnaround time, are of great business value and are in great need. Motivated by this need, in this paper, we develop a computer-aided reflectogram interpretation (CARI) methodology that can interpret a large number of LSPIT signals quickly and consistently. The methodology, built on advanced signal processing and machine learning technologies, can be used to assist the experts in performing both qualitative and quantitative interpretation of LSPIT signals. Specifically, the methodology can ease experts’ interpretation burden by screening all test piles quickly and identifying a small number of suspected piles for experts to perform manual, in-depth interpretation. We demonstrate the methodology’s effectiveness using the LSPIT signals collected from a number of real-world pile construction sites. The proposed methodology can potentially enhance LSPIT and make it even more efficient and effective in quality control of deep foundation construction.
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spelling pubmed-57130262017-12-07 Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques Cui, De-Mi Yan, Weizhong Wang, Xiao-Quan Lu, Lie-Min Sensors (Basel) Article Low strain pile integrity testing (LSPIT), due to its simplicity and low cost, is one of the most popular NDE methods used in pile foundation construction. While performing LSPIT in the field is generally quite simple and quick, determining the integrity of the test piles by analyzing and interpreting the test signals (reflectograms) is still a manual process performed by experienced experts only. For foundation construction sites where the number of piles to be tested is large, it may take days before the expert can complete interpreting all of the piles and delivering the integrity assessment report. Techniques that can automate test signal interpretation, thus shortening the LSPIT’s turnaround time, are of great business value and are in great need. Motivated by this need, in this paper, we develop a computer-aided reflectogram interpretation (CARI) methodology that can interpret a large number of LSPIT signals quickly and consistently. The methodology, built on advanced signal processing and machine learning technologies, can be used to assist the experts in performing both qualitative and quantitative interpretation of LSPIT signals. Specifically, the methodology can ease experts’ interpretation burden by screening all test piles quickly and identifying a small number of suspected piles for experts to perform manual, in-depth interpretation. We demonstrate the methodology’s effectiveness using the LSPIT signals collected from a number of real-world pile construction sites. The proposed methodology can potentially enhance LSPIT and make it even more efficient and effective in quality control of deep foundation construction. MDPI 2017-10-25 /pmc/articles/PMC5713026/ /pubmed/29068431 http://dx.doi.org/10.3390/s17112443 Text en © 2017 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Cui, De-Mi
Yan, Weizhong
Wang, Xiao-Quan
Lu, Lie-Min
Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques
title Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques
title_full Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques
title_fullStr Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques
title_full_unstemmed Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques
title_short Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques
title_sort towards intelligent interpretation of low strain pile integrity testing results using machine learning techniques
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5713026/
https://www.ncbi.nlm.nih.gov/pubmed/29068431
http://dx.doi.org/10.3390/s17112443
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