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    Evaluation of Arabian Asphalt Binder for Low-Temperature Cracking

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 001
    Author:
    Rezqallah H. Ramadhan
    ,
    Hamad I. Al-Abdul Wahhab
    ,
    Ibrahim M. Asi
    ,
    Ibrahim A. Al-Dubabe
    DOI: 10.1061/(ASCE)0899-1561(1998)10:1(26)
    Publisher: American Society of Civil Engineers
    Abstract: The rheological properties of asphalt binder have a great influence on asphalt pavement performance, particularly in terms of rutting, thermal, and fatigue cracking. The current asphalt specifications, such as those used in Arabian Gulf countries, are based on conventional consistency tests focused on the workability of asphalt during the construction of pavements. These methods do not have the capability to predict pavement behavior and performance. This study is an effort to address the importance of adopting newly developed asphalt specification tests by the Strategic Highway Research Program (SHRP), to characterize and evaluate Arabian Gulf produced asphalts in terms of low-temperature cracking. The major finding of this study has been that all Arabian Gulf asphalts can satisfactorily withstand the low-temperature effects prevailing in the area.
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      Evaluation of Arabian Asphalt Binder for Low-Temperature Cracking

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/45519
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    contributor authorRezqallah H. Ramadhan
    contributor authorHamad I. Al-Abdul Wahhab
    contributor authorIbrahim M. Asi
    contributor authorIbrahim A. Al-Dubabe
    date accessioned2017-05-08T21:17:01Z
    date available2017-05-08T21:17:01Z
    date copyrightFebruary 1998
    date issued1998
    identifier other%28asce%290899-1561%281998%2910%3A1%2826%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45519
    description abstractThe rheological properties of asphalt binder have a great influence on asphalt pavement performance, particularly in terms of rutting, thermal, and fatigue cracking. The current asphalt specifications, such as those used in Arabian Gulf countries, are based on conventional consistency tests focused on the workability of asphalt during the construction of pavements. These methods do not have the capability to predict pavement behavior and performance. This study is an effort to address the importance of adopting newly developed asphalt specification tests by the Strategic Highway Research Program (SHRP), to characterize and evaluate Arabian Gulf produced asphalts in terms of low-temperature cracking. The major finding of this study has been that all Arabian Gulf asphalts can satisfactorily withstand the low-temperature effects prevailing in the area.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Arabian Asphalt Binder for Low-Temperature Cracking
    typeJournal Paper
    journal volume10
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1998)10:1(26)
    treeJournal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 001
    contenttypeFulltext
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