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    Linear Viscoelastic Modeling for Hot-Poured Crack Sealants at Low Temperature

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 010
    Author:
    Imad L. Al-Qadi
    ,
    Samer Dessouky
    ,
    Shih-Hsien Yang
    DOI: 10.1061/(ASCE)MT.1943-5533.0000101
    Publisher: American Society of Civil Engineers
    Abstract: To understand the behavior of hot-poured bituminous-based crack sealants at low service temperatures and to predict their field performance, a constitutive stress-strain relationship must be described. This would allow predicting in situ crack sealant response to both thermal and traffic loading. This paper verifies the linear viscoelastic behavior of crack sealants. Ten sealants having high polymer contents were tested at −4 to
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      Linear Viscoelastic Modeling for Hot-Poured Crack Sealants at Low Temperature

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66444
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    contributor authorImad L. Al-Qadi
    contributor authorSamer Dessouky
    contributor authorShih-Hsien Yang
    date accessioned2017-05-08T21:55:10Z
    date available2017-05-08T21:55:10Z
    date copyrightOctober 2010
    date issued2010
    identifier other%28asce%29mt%2E1943-5533%2E0000133.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66444
    description abstractTo understand the behavior of hot-poured bituminous-based crack sealants at low service temperatures and to predict their field performance, a constitutive stress-strain relationship must be described. This would allow predicting in situ crack sealant response to both thermal and traffic loading. This paper verifies the linear viscoelastic behavior of crack sealants. Ten sealants having high polymer contents were tested at −4 to
    publisherAmerican Society of Civil Engineers
    titleLinear Viscoelastic Modeling for Hot-Poured Crack Sealants at Low Temperature
    typeJournal Paper
    journal volume22
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000101
    treeJournal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 010
    contenttypeFulltext
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