A Machine Learning Approach to Determine Airport Asphalt Concrete Layer Moduli Using Heavy Weight Deflectometer Data

An integrated approach based on machine learning and data augmentation techniques has been developed in order to predict the stiffness modulus of the asphalt concrete layer of an airport runway, from data acquired with a heavy weight deflectometer (HWD). The predictive model relies on a shallow neur...

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Main Authors: Nicola Baldo, Matteo Miani, Fabio Rondinella, Clara Celauro
Format: Article
Language:English
Published: MDPI AG 2021-08-01
Series:Sustainability
Subjects:
Online Access:https://www.mdpi.com/2071-1050/13/16/8831
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spelling doaj-add39ebcc88c4a15af226e789f342fae2021-08-26T14:20:59ZengMDPI AGSustainability2071-10502021-08-01138831883110.3390/su13168831A Machine Learning Approach to Determine Airport Asphalt Concrete Layer Moduli Using Heavy Weight Deflectometer DataNicola Baldo0Matteo Miani1Fabio Rondinella2Clara Celauro3Polytechnic Department of Engineering and Architecture (DPIA), University of Udine, Via del Cotonificio 114, 33100 Udine, ItalyPolytechnic Department of Engineering and Architecture (DPIA), University of Udine, Via del Cotonificio 114, 33100 Udine, ItalyPolytechnic Department of Engineering and Architecture (DPIA), University of Udine, Via del Cotonificio 114, 33100 Udine, ItalyDepartment of Engineering, University of Palermo, Viale delle Scienze, Ed. 8, 90128 Palermo, ItalyAn integrated approach based on machine learning and data augmentation techniques has been developed in order to predict the stiffness modulus of the asphalt concrete layer of an airport runway, from data acquired with a heavy weight deflectometer (HWD). The predictive model relies on a shallow neural network (SNN) trained with the results of a backcalculation, by means of a data augmentation method and can produce estimations of the stiffness modulus even at runway points not yet sampled. The Bayesian regularization algorithm was used for training of the feedforward backpropagation SNN, and a k-fold cross-validation procedure was implemented for a fair performance evaluation. The testing phase result concerning the stiffness modulus prediction was characterized by a coefficient of correlation equal to 0.9864 demonstrating that the proposed neural approach is fully reliable for performance evaluation of airfield pavements or any other paved area. Such a performance prediction model can play a crucial role in airport pavement management systems (APMS), allowing the maintenance budget to be optimized.https://www.mdpi.com/2071-1050/13/16/8831runwayheavy weight deflectometerstiffness modulusmaintenanceshallow neural networkmachine learning
collection DOAJ
language English
format Article
sources DOAJ
author Nicola Baldo
Matteo Miani
Fabio Rondinella
Clara Celauro
spellingShingle Nicola Baldo
Matteo Miani
Fabio Rondinella
Clara Celauro
A Machine Learning Approach to Determine Airport Asphalt Concrete Layer Moduli Using Heavy Weight Deflectometer Data
Sustainability
runway
heavy weight deflectometer
stiffness modulus
maintenance
shallow neural network
machine learning
author_facet Nicola Baldo
Matteo Miani
Fabio Rondinella
Clara Celauro
author_sort Nicola Baldo
title A Machine Learning Approach to Determine Airport Asphalt Concrete Layer Moduli Using Heavy Weight Deflectometer Data
title_short A Machine Learning Approach to Determine Airport Asphalt Concrete Layer Moduli Using Heavy Weight Deflectometer Data
title_full A Machine Learning Approach to Determine Airport Asphalt Concrete Layer Moduli Using Heavy Weight Deflectometer Data
title_fullStr A Machine Learning Approach to Determine Airport Asphalt Concrete Layer Moduli Using Heavy Weight Deflectometer Data
title_full_unstemmed A Machine Learning Approach to Determine Airport Asphalt Concrete Layer Moduli Using Heavy Weight Deflectometer Data
title_sort machine learning approach to determine airport asphalt concrete layer moduli using heavy weight deflectometer data
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2021-08-01
description An integrated approach based on machine learning and data augmentation techniques has been developed in order to predict the stiffness modulus of the asphalt concrete layer of an airport runway, from data acquired with a heavy weight deflectometer (HWD). The predictive model relies on a shallow neural network (SNN) trained with the results of a backcalculation, by means of a data augmentation method and can produce estimations of the stiffness modulus even at runway points not yet sampled. The Bayesian regularization algorithm was used for training of the feedforward backpropagation SNN, and a k-fold cross-validation procedure was implemented for a fair performance evaluation. The testing phase result concerning the stiffness modulus prediction was characterized by a coefficient of correlation equal to 0.9864 demonstrating that the proposed neural approach is fully reliable for performance evaluation of airfield pavements or any other paved area. Such a performance prediction model can play a crucial role in airport pavement management systems (APMS), allowing the maintenance budget to be optimized.
topic runway
heavy weight deflectometer
stiffness modulus
maintenance
shallow neural network
machine learning
url https://www.mdpi.com/2071-1050/13/16/8831
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