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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| Vydáno v: | Data in brief Ročník 53; s. 110224 |
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| Médium: | Journal Article |
| Jazyk: | angličtina |
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Elsevier Inc
01.04.2024
Elsevier |
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| Abstract | 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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| AbstractList | 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. 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 study's 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.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 study's 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. 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 study's 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. |
| ArticleNumber | 110224 |
| Author | Albayati, Amjad H. |
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| Keywords | Uniaxial test Temperature Asphalt concrete Traffic condition Permanent deformation |
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| References | Pan, Guo, Guan, Zhao (bib0001) 2023 (bib0002) 2003 Albayati, Wang, Haynes (bib0004) 2022; 15 Al Ashaibi, Wang, Albayati, Byzyka, Scholz, Weekes (bib0006) 2022; 14 AI (1981), “Thickness Design-Asphalt Pavements for Highways and Streets”, Asphalt Institute, Manual Series No.1, College Park, Maryland, USA. Wei, Al Ashaibi, Wang, Albayati, Haynes (bib0005) 2022; 17 10.1016/j.dib.2024.110224_bib0003 Al Ashaibi (10.1016/j.dib.2024.110224_bib0006) 2022; 14 Wei (10.1016/j.dib.2024.110224_bib0005) 2022; 17 (10.1016/j.dib.2024.110224_bib0002) 2003 Pan (10.1016/j.dib.2024.110224_bib0001) 2023 Albayati (10.1016/j.dib.2024.110224_bib0004) 2022; 15 |
| References_xml | – volume: 14 start-page: 7827 year: 2022 ident: bib0006 article-title: Thermal properties of hydrated lime-modified asphalt concrete and modelling evaluation for their effect on the constructed pavements in service publication-title: Sustainability – volume: 17 start-page: e01622 year: 2022 ident: bib0005 article-title: Experimental study of temperature effect on the mechanical tensile fatigue of hydrated lime modified asphalt concrete and case application for the analysis of climatic effect on constructed pavement publication-title: Case Stud. Constr. Mater. – reference: AI (1981), “Thickness Design-Asphalt Pavements for Highways and Streets”, Asphalt Institute, Manual Series No.1, College Park, Maryland, USA. – volume: 15 start-page: 3715 year: 2022 ident: bib0004 article-title: Size effect of hydrated lime on the mechanical performance of asphalt concrete publication-title: Materials (Basel) – start-page: e02148 year: 2023 ident: bib0001 article-title: A laboratory evaluation of factors affecting rutting resistance of asphalt mixtures using wheel tracking test publication-title: Case Stud. Constr. Mater. – year: 2003 ident: bib0002 article-title: General Specification for Roads and Bridges, Section R/9, Hot-Mix Asphalt Concrete Pavement, Revised Edition – year: 2003 ident: 10.1016/j.dib.2024.110224_bib0002 – start-page: e02148 year: 2023 ident: 10.1016/j.dib.2024.110224_bib0001 article-title: A laboratory evaluation of factors affecting rutting resistance of asphalt mixtures using wheel tracking test publication-title: Case Stud. Constr. Mater. – ident: 10.1016/j.dib.2024.110224_bib0003 – volume: 14 start-page: 7827 issue: 13 year: 2022 ident: 10.1016/j.dib.2024.110224_bib0006 article-title: Thermal properties of hydrated lime-modified asphalt concrete and modelling evaluation for their effect on the constructed pavements in service publication-title: Sustainability doi: 10.3390/su14137827 – volume: 15 start-page: 3715 issue: 10 year: 2022 ident: 10.1016/j.dib.2024.110224_bib0004 article-title: Size effect of hydrated lime on the mechanical performance of asphalt concrete publication-title: Materials (Basel) doi: 10.3390/ma15103715 – volume: 17 start-page: e01622 year: 2022 ident: 10.1016/j.dib.2024.110224_bib0005 article-title: Experimental study of temperature effect on the mechanical tensile fatigue of hydrated lime modified asphalt concrete and case application for the analysis of climatic effect on constructed pavement publication-title: Case Stud. Constr. Mater. |
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| SubjectTerms | Asphalt concrete bitumen cement climate data collection deformation distress longevity pavements Permanent deformation Temperature traffic Traffic condition Uniaxial test |
| Title | Factors affecting asphalt concrete permanent deformation: Experimental dataset for uniaxial repeated load test |
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