Performance Evaluation of Asphalt Concrete Wearing Containing Plastic Bags Using the Dry Method Under Various Thermal Cycles

Premature technical issues in roads and highways worldwide often stem from inadequate asphalt concrete composition or intense traffic loads under varying climatic conditions. This study evaluated the performance of both original and low-density polyethylene (LDPE)-modified asphalt concrete under var...

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Main Authors: Bousmaha Youssra, Merbouh M’hammed, Koting Suhana, Babalghaith Ali Mohammed
Format: Article
Language:English
Published: Sciendo 2024-12-01
Series:Romanian Journal of Transport Infrastructure
Subjects:
Online Access:https://doi.org/10.2478/rjti-2024-0016
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author Bousmaha Youssra
Merbouh M’hammed
Koting Suhana
Babalghaith Ali Mohammed
author_facet Bousmaha Youssra
Merbouh M’hammed
Koting Suhana
Babalghaith Ali Mohammed
author_sort Bousmaha Youssra
collection DOAJ
description Premature technical issues in roads and highways worldwide often stem from inadequate asphalt concrete composition or intense traffic loads under varying climatic conditions. This study evaluated the performance of both original and low-density polyethylene (LDPE)-modified asphalt concrete under various thermal cycling conditions. Three thermal cycling ranges [-20°C to +20°C, +20°C to +40°C, and +40°C to +60°C] were applied to assess the mixtures’ mechanical performance. The LDPE modification involved replacing 5% of the bitumen weight with dry plastic bags. Performance was assessed using Marshall stability, dynamic creep, wheel tracking, and resilient modulus tests. Results indicated that LDPE modification significantly improved Marshall stability, reduced permanent deformation, and increased the stiffness modulus of the asphalt concrete. Notably, freezing-thawing cycles [-20°C to +20°C] caused more damage to the asphalt concrete compared to heating-cooling cycles. Moreover, the LDPE-modified mixture demonstrated enhanced performance across all thermal cycling ranges, suggesting its potential to improve road durability under diverse climatic conditions.
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publishDate 2024-12-01
publisher Sciendo
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series Romanian Journal of Transport Infrastructure
spelling doaj-art-bec5d264da8e4d62b4a5f448dba5ed582025-08-20T02:13:01ZengSciendoRomanian Journal of Transport Infrastructure2286-22182024-12-0113212210.2478/rjti-2024-0016Performance Evaluation of Asphalt Concrete Wearing Containing Plastic Bags Using the Dry Method Under Various Thermal CyclesBousmaha Youssra0Merbouh M’hammed1Koting Suhana2Babalghaith Ali Mohammed31FIMAS Laboratory, University of Tahri Mohammed, Bechar B.P 417, Bechar, 08000Algeria2FIMAS Laboratory, University of Tahri Mohammed, Bechar B.P 417, Bechar, 08000Algeria3Center for Transportation Research, Department of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur, Malaysia4Interdisciplinary Research Center for Construction and Building Materials, King Fahd University of Petroleum & Minerals, Dhahran 31261, Saudi ArabiaPremature technical issues in roads and highways worldwide often stem from inadequate asphalt concrete composition or intense traffic loads under varying climatic conditions. This study evaluated the performance of both original and low-density polyethylene (LDPE)-modified asphalt concrete under various thermal cycling conditions. Three thermal cycling ranges [-20°C to +20°C, +20°C to +40°C, and +40°C to +60°C] were applied to assess the mixtures’ mechanical performance. The LDPE modification involved replacing 5% of the bitumen weight with dry plastic bags. Performance was assessed using Marshall stability, dynamic creep, wheel tracking, and resilient modulus tests. Results indicated that LDPE modification significantly improved Marshall stability, reduced permanent deformation, and increased the stiffness modulus of the asphalt concrete. Notably, freezing-thawing cycles [-20°C to +20°C] caused more damage to the asphalt concrete compared to heating-cooling cycles. Moreover, the LDPE-modified mixture demonstrated enhanced performance across all thermal cycling ranges, suggesting its potential to improve road durability under diverse climatic conditions.https://doi.org/10.2478/rjti-2024-0016thermal cyclesasphalt concreteldpestiffness moduluspermanent deformationrutting
spellingShingle Bousmaha Youssra
Merbouh M’hammed
Koting Suhana
Babalghaith Ali Mohammed
Performance Evaluation of Asphalt Concrete Wearing Containing Plastic Bags Using the Dry Method Under Various Thermal Cycles
Romanian Journal of Transport Infrastructure
thermal cycles
asphalt concrete
ldpe
stiffness modulus
permanent deformation
rutting
title Performance Evaluation of Asphalt Concrete Wearing Containing Plastic Bags Using the Dry Method Under Various Thermal Cycles
title_full Performance Evaluation of Asphalt Concrete Wearing Containing Plastic Bags Using the Dry Method Under Various Thermal Cycles
title_fullStr Performance Evaluation of Asphalt Concrete Wearing Containing Plastic Bags Using the Dry Method Under Various Thermal Cycles
title_full_unstemmed Performance Evaluation of Asphalt Concrete Wearing Containing Plastic Bags Using the Dry Method Under Various Thermal Cycles
title_short Performance Evaluation of Asphalt Concrete Wearing Containing Plastic Bags Using the Dry Method Under Various Thermal Cycles
title_sort performance evaluation of asphalt concrete wearing containing plastic bags using the dry method under various thermal cycles
topic thermal cycles
asphalt concrete
ldpe
stiffness modulus
permanent deformation
rutting
url https://doi.org/10.2478/rjti-2024-0016
work_keys_str_mv AT bousmahayoussra performanceevaluationofasphaltconcretewearingcontainingplasticbagsusingthedrymethodundervariousthermalcycles
AT merbouhmhammed performanceevaluationofasphaltconcretewearingcontainingplasticbagsusingthedrymethodundervariousthermalcycles
AT kotingsuhana performanceevaluationofasphaltconcretewearingcontainingplasticbagsusingthedrymethodundervariousthermalcycles
AT babalghaithalimohammed performanceevaluationofasphaltconcretewearingcontainingplasticbagsusingthedrymethodundervariousthermalcycles