Use of Terrestrial Laser Scanner for Rigid Airport Pavement Management

The evaluation of the structural efficiency of airport infrastructures is a complex task. Faulting is one of the most important indicators of rigid pavement performance. The aim of our study is to provide a new method for faulting detection and computation on jointed concrete pavements. Nowadays, th...

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Main Authors: Maurizio Barbarella, Fabrizio D’Amico, Maria Rosaria De Blasiis, Alessandro Di Benedetto, Margherita Fiani
Format: Article
Language:English
Published: MDPI AG 2017-12-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/18/1/44
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spelling doaj-1baab6b91aef4dd180624266b8e64fa22020-11-24T21:12:13ZengMDPI AGSensors1424-82202017-12-011814410.3390/s18010044s18010044Use of Terrestrial Laser Scanner for Rigid Airport Pavement ManagementMaurizio Barbarella0Fabrizio D’Amico1Maria Rosaria De Blasiis2Alessandro Di Benedetto3Margherita Fiani4Department of Civil, Chemical, Environmental, and Materials Engineering—Advanced Research Center on Electronic Systems, University of Bologna, 40136 Bologna, ItalyDepartment of Engineering, University of Roma TRE, 00146 Rome, ItalyDepartment of Engineering, University of Roma TRE, 00146 Rome, ItalyDepartment of Engineering, University of Roma TRE, 00146 Rome, ItalyDepartment of Civil Engineering, University of Salerno, 84084 Fisciano (SA), ItalyThe evaluation of the structural efficiency of airport infrastructures is a complex task. Faulting is one of the most important indicators of rigid pavement performance. The aim of our study is to provide a new method for faulting detection and computation on jointed concrete pavements. Nowadays, the assessment of faulting is performed with the use of laborious and time-consuming measurements that strongly hinder aircraft traffic. We proposed a field procedure for Terrestrial Laser Scanner data acquisition and a computation flow chart in order to identify and quantify the fault size at each joint of apron slabs. The total point cloud has been used to compute the least square plane fitting those points. The best-fit plane for each slab has been computed too. The attitude of each slab plane with respect to both the adjacent ones and the apron reference plane has been determined by the normal vectors to the surfaces. Faulting has been evaluated as the difference in elevation between the slab planes along chosen sections. For a more accurate evaluation of the faulting value, we have then considered a few strips of data covering rectangular areas of different sizes across the joints. The accuracy of the estimated quantities has been computed too.https://www.mdpi.com/1424-8220/18/1/44terrestrial laser scannerconcrete pavementfaultingalgorithmssoftware
collection DOAJ
language English
format Article
sources DOAJ
author Maurizio Barbarella
Fabrizio D’Amico
Maria Rosaria De Blasiis
Alessandro Di Benedetto
Margherita Fiani
spellingShingle Maurizio Barbarella
Fabrizio D’Amico
Maria Rosaria De Blasiis
Alessandro Di Benedetto
Margherita Fiani
Use of Terrestrial Laser Scanner for Rigid Airport Pavement Management
Sensors
terrestrial laser scanner
concrete pavement
faulting
algorithms
software
author_facet Maurizio Barbarella
Fabrizio D’Amico
Maria Rosaria De Blasiis
Alessandro Di Benedetto
Margherita Fiani
author_sort Maurizio Barbarella
title Use of Terrestrial Laser Scanner for Rigid Airport Pavement Management
title_short Use of Terrestrial Laser Scanner for Rigid Airport Pavement Management
title_full Use of Terrestrial Laser Scanner for Rigid Airport Pavement Management
title_fullStr Use of Terrestrial Laser Scanner for Rigid Airport Pavement Management
title_full_unstemmed Use of Terrestrial Laser Scanner for Rigid Airport Pavement Management
title_sort use of terrestrial laser scanner for rigid airport pavement management
publisher MDPI AG
series Sensors
issn 1424-8220
publishDate 2017-12-01
description The evaluation of the structural efficiency of airport infrastructures is a complex task. Faulting is one of the most important indicators of rigid pavement performance. The aim of our study is to provide a new method for faulting detection and computation on jointed concrete pavements. Nowadays, the assessment of faulting is performed with the use of laborious and time-consuming measurements that strongly hinder aircraft traffic. We proposed a field procedure for Terrestrial Laser Scanner data acquisition and a computation flow chart in order to identify and quantify the fault size at each joint of apron slabs. The total point cloud has been used to compute the least square plane fitting those points. The best-fit plane for each slab has been computed too. The attitude of each slab plane with respect to both the adjacent ones and the apron reference plane has been determined by the normal vectors to the surfaces. Faulting has been evaluated as the difference in elevation between the slab planes along chosen sections. For a more accurate evaluation of the faulting value, we have then considered a few strips of data covering rectangular areas of different sizes across the joints. The accuracy of the estimated quantities has been computed too.
topic terrestrial laser scanner
concrete pavement
faulting
algorithms
software
url https://www.mdpi.com/1424-8220/18/1/44
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