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    Visco-Elasto-Plastic Characterization in the Small Strain Domain of Cement Bitumen–Treated Materials Produced at Low Temperatures

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 004::page 04021039-1
    Author:
    Simone Raschia
    ,
    Daniel Perraton
    ,
    Hervé Di Benedetto
    ,
    Sébastien Lamothe
    ,
    Andrea Graziani
    ,
    Alan Carter
    DOI: 10.1061/(ASCE)MT.1943-5533.0003653
    Publisher: ASCE
    Abstract: In the framework of recycling techniques employed in maintenance and rehabilitation projects for the road industry, cement bitumen–treated materials (CBTMs) provide good performance as well as economic and environmental benefits. Because these materials are produced with bitumen emulsion at atmospheric temperature, the environmental factors during production are extremely important to guarantee the quality of the final product. This paper focuses on the stiffness of CBTMs produced and conditioned at low temperatures, and cured in two different conditions (sealed and unsealed). The mixtures were evaluated in terms of rheological properties using complex modulus (E*) tests performed 1 year after production. Results were modeled with an adapted version of the Di Benedetto-Neifar (DBN) model for plastic dissipation for small cycles (PDSC), accordingly called DBNPDSC. Results showed that the curing conditions, as well as the low production temperatures, significantly changed the rheological properties of the material. In fact, mixing or compacting the mixtures at 5°C compared with 25°C resulted in a loss in stiffness of around 30% in the small strain domain. This model is a good tool to describe, in the small strain domain, such material behavior, which shows plastic nonviscous phenomena.
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      Visco-Elasto-Plastic Characterization in the Small Strain Domain of Cement Bitumen–Treated Materials Produced at Low Temperatures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4269961
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    contributor authorSimone Raschia
    contributor authorDaniel Perraton
    contributor authorHervé Di Benedetto
    contributor authorSébastien Lamothe
    contributor authorAndrea Graziani
    contributor authorAlan Carter
    date accessioned2022-01-31T23:34:10Z
    date available2022-01-31T23:34:10Z
    date issued4/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003653.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269961
    description abstractIn the framework of recycling techniques employed in maintenance and rehabilitation projects for the road industry, cement bitumen–treated materials (CBTMs) provide good performance as well as economic and environmental benefits. Because these materials are produced with bitumen emulsion at atmospheric temperature, the environmental factors during production are extremely important to guarantee the quality of the final product. This paper focuses on the stiffness of CBTMs produced and conditioned at low temperatures, and cured in two different conditions (sealed and unsealed). The mixtures were evaluated in terms of rheological properties using complex modulus (E*) tests performed 1 year after production. Results were modeled with an adapted version of the Di Benedetto-Neifar (DBN) model for plastic dissipation for small cycles (PDSC), accordingly called DBNPDSC. Results showed that the curing conditions, as well as the low production temperatures, significantly changed the rheological properties of the material. In fact, mixing or compacting the mixtures at 5°C compared with 25°C resulted in a loss in stiffness of around 30% in the small strain domain. This model is a good tool to describe, in the small strain domain, such material behavior, which shows plastic nonviscous phenomena.
    publisherASCE
    titleVisco-Elasto-Plastic Characterization in the Small Strain Domain of Cement Bitumen–Treated Materials Produced at Low Temperatures
    typeJournal Paper
    journal volume33
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003653
    journal fristpage04021039-1
    journal lastpage04021039-13
    page13
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 004
    contenttypeFulltext
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