Factors affecting asphalt concrete permanent deformation: Experimental dataset for uniaxial repeated load test

Permanent deformation in asphalt concrete pavements is pervasive distress [1], influenced by various factors such as environmental conditions, traffic loading, and mixture properties. A meticulous investigation into these factors has been conducted, yielding a robust dataset from uniaxial repeated l...

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Bibliographic Details
Published in:Data in brief Vol. 53; p. 110224
Main Author: Albayati, Amjad H.
Format: Journal Article
Language:English
Published: Netherlands Elsevier Inc 01.04.2024
Elsevier
Subjects:
Asphalt concrete
bitumen
cement
climate
data collection
deformation
distress
longevity
pavements
Permanent deformation
Temperature
traffic
Traffic condition
Uniaxial test
Uniaxial test
Temperature
Asphalt concrete
Traffic condition
Permanent deformation
ISSN:2352-3409, 2352-3409
Online Access:Get full text
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Summary:Permanent deformation in asphalt concrete pavements is pervasive distress [1], influenced by various factors such as environmental conditions, traffic loading, and mixture properties. A meticulous investigation into these factors has been conducted, yielding a robust dataset from uniaxial repeated load tests on 108 asphalt concrete samples. Each sample underwent systematic evaluation under varied test temperatures, loading conditions, and mixture properties, ensuring the data's comprehensiveness and reliability. The materials used, sourced locally, were selected to enhance the studyʼs relevance to pavement constructions in hot climate areas, considering different asphalt cement grades and contents to understand material variability effects on deformation. The detailed dataset created from the experimental program acts as a pivotal resource for refining predictive models and optimizing asphalt concrete mixtures and pavement design strategies, aimed at improving pavement performance and longevity under diverse operational and environmental conditions.
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ISSN:2352-3409
2352-3409
DOI:10.1016/j.dib.2024.110224