Experimental Modelling of Asphaltic Layers Behaviour at Reflective Fracture from Degraded Pavements – Parametric Studies

Experimental Modelling of Asphaltic Layers Behaviour at Reflective Fracture from Degraded Pavements – Parametric Studies

Due to the pavement degradation in time, rehabilitation measures need to be adopted, maintaining the costs as lower as it can. One of the solutions often utilized is to apply a layer of asphalt concrete over the degraded pavement. The main issue of this method is that the fractures which exists in t...

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Main Authors: Lobază Mihai Gabriel, Dicu Mihai
Format: Article
Language:English
Published: Sciendo 2015-07-01
Series:Romanian Journal of Transport Infrastructure
Subjects:
încărcări din trafic
fisurare reflectivă
parametrii fisurării
traffic load
reflective fracture
fracture parameters
Online Access:https://doi.org/10.1515/rjti-2015-0031
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spelling doaj-b1c6be636bd0481d8317bea07c5b15502021-09-05T14:00:20ZengSciendoRomanian Journal of Transport Infrastructure2286-22182015-07-0141566610.1515/rjti-2015-0031rjti-2015-0031Experimental Modelling of Asphaltic Layers Behaviour at Reflective Fracture from Degraded Pavements – Parametric StudiesLobază Mihai Gabriel0Dicu Mihai1Eng. Assistant Prof. , PhD student, Faculty of Railways, Roads and Bridges, Technical University of Civil Engineering BucharestPhD Eng. Professor, Faculty of Railways, Roads and Bridges, Technical University of Civil Engineering BucharestDue to the pavement degradation in time, rehabilitation measures need to be adopted, maintaining the costs as lower as it can. One of the solutions often utilized is to apply a layer of asphalt concrete over the degraded pavement. The main issue of this method is that the fractures which exists in the old pavement are transmitted in the asphaltic overlay (reflective fracture).https://doi.org/10.1515/rjti-2015-0031încărcări din traficfisurare reflectivăparametrii fisurăriitraffic loadreflective fracturefracture parameters
collection DOAJ
language English
format Article
sources DOAJ
author Lobază Mihai Gabriel
Dicu Mihai
spellingShingle Lobază Mihai Gabriel
Dicu Mihai
Experimental Modelling of Asphaltic Layers Behaviour at Reflective Fracture from Degraded Pavements – Parametric Studies
Romanian Journal of Transport Infrastructure
încărcări din trafic
fisurare reflectivă
parametrii fisurării
traffic load
reflective fracture
fracture parameters
author_facet Lobază Mihai Gabriel
Dicu Mihai
author_sort Lobază Mihai Gabriel
title Experimental Modelling of Asphaltic Layers Behaviour at Reflective Fracture from Degraded Pavements – Parametric Studies
title_short Experimental Modelling of Asphaltic Layers Behaviour at Reflective Fracture from Degraded Pavements – Parametric Studies
title_full Experimental Modelling of Asphaltic Layers Behaviour at Reflective Fracture from Degraded Pavements – Parametric Studies
title_fullStr Experimental Modelling of Asphaltic Layers Behaviour at Reflective Fracture from Degraded Pavements – Parametric Studies
title_full_unstemmed Experimental Modelling of Asphaltic Layers Behaviour at Reflective Fracture from Degraded Pavements – Parametric Studies
title_sort experimental modelling of asphaltic layers behaviour at reflective fracture from degraded pavements – parametric studies
publisher Sciendo
series Romanian Journal of Transport Infrastructure
issn 2286-2218
publishDate 2015-07-01
description Due to the pavement degradation in time, rehabilitation measures need to be adopted, maintaining the costs as lower as it can. One of the solutions often utilized is to apply a layer of asphalt concrete over the degraded pavement. The main issue of this method is that the fractures which exists in the old pavement are transmitted in the asphaltic overlay (reflective fracture).
topic încărcări din trafic
fisurare reflectivă
parametrii fisurării
traffic load
reflective fracture
fracture parameters
url https://doi.org/10.1515/rjti-2015-0031
work_keys_str_mv AT lobazamihaigabriel experimentalmodellingofasphalticlayersbehaviouratreflectivefracturefromdegradedpavementsparametricstudies
AT dicumihai experimentalmodellingofasphalticlayersbehaviouratreflectivefracturefromdegradedpavementsparametricstudies
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