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    Intensifying the Road Performance of Asphalt Concrete by Matching the Size Distribution of Short-Thin Straw Pieces and Aggregate Framework

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 005
    Author:
    Ji Ming Yin
    ,
    Sheng Yue Wang
    ,
    Yin Fei Du
    DOI: 10.1061/(ASCE)MT.1943-5533.0001130
    Publisher: American Society of Civil Engineers
    Abstract: In order to reduce costs and prevent environmental pollution in the fabrication process of straws fibrosis, a simple and efficient method of straw reinforcing asphalt concrete is proposed, which means to add short-thin straw pieces (STSP) into asphalt mixture directly by matching the size distribution of STSP and the aggregate spacing of asphalt mixtures. The road performances were testified in terms of the properties of bending, rutting and Marshall stability of the prepared straw asphalt concrete (SAC) samples. The results show that the flexural strength of asphalt mixture increased by 6%, the dynamic stability increased by 54% (reached 1,592 times) while the rut depth decreased by 24%. In addition, based on the analysis of the adhesion, shear lag and bridging effect of STSP, etc., a mechanism of enhancement is illustrated.
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      Intensifying the Road Performance of Asphalt Concrete by Matching the Size Distribution of Short-Thin Straw Pieces and Aggregate Framework

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    contributor authorJi Ming Yin
    contributor authorSheng Yue Wang
    contributor authorYin Fei Du
    date accessioned2017-05-08T22:22:42Z
    date available2017-05-08T22:22:42Z
    date copyrightMay 2015
    date issued2015
    identifier other43575758.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79066
    description abstractIn order to reduce costs and prevent environmental pollution in the fabrication process of straws fibrosis, a simple and efficient method of straw reinforcing asphalt concrete is proposed, which means to add short-thin straw pieces (STSP) into asphalt mixture directly by matching the size distribution of STSP and the aggregate spacing of asphalt mixtures. The road performances were testified in terms of the properties of bending, rutting and Marshall stability of the prepared straw asphalt concrete (SAC) samples. The results show that the flexural strength of asphalt mixture increased by 6%, the dynamic stability increased by 54% (reached 1,592 times) while the rut depth decreased by 24%. In addition, based on the analysis of the adhesion, shear lag and bridging effect of STSP, etc., a mechanism of enhancement is illustrated.
    publisherAmerican Society of Civil Engineers
    titleIntensifying the Road Performance of Asphalt Concrete by Matching the Size Distribution of Short-Thin Straw Pieces and Aggregate Framework
    typeJournal Paper
    journal volume27
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001130
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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