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    Mechanical and Self-Healing Properties of Stone Mastic Asphalt Containing Encapsulated Rejuvenators

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 005
    Author:
    Jose Norambuena-Contreras
    ,
    Erkut Yalcin
    ,
    Robin Hudson-Griffiths
    ,
    Alvaro García
    DOI: 10.1061/(ASCE)MT.1943-5533.0002687
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study to evaluate the mechanical and crack-healing properties of stone mastic asphalt (SMA) mixtures with encapsulated rejuvenators. With this goal, calcium alginate capsules with encapsulated sunflower oil as the rejuvenating agent have been manufactured and added into the SMA mixtures. Physical and mechanical properties of SMA with and without capsules have been evaluated following the British standard tests. Healing properties of SMA by the action of capsules have been assessed using three-point bending (3PB) tests applied on test beams conditioned at different healing times, from 5 to 216 h. The spatial distribution of the capsules in the SMA mixtures was evaluated by using X-ray computed microtomography. Results showed that the capsules can resist the manufacturing process without significantly reducing their properties. Additionally, testing of the mechanical properties of SMA mixtures with and without encapsulated rejuvenators presented similar results. Moreover, capsules showed a good spatial distribution inside the SMA samples. It was found that capsules with encapsulated oil increase the crack-healing properties of SMA when compared to mixtures without encapsulated rejuvenators. Overall, the results proved that the capsules with asphalt crack-healing purposes can be safely used in asphalt pavement construction without affecting its properties.
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      Mechanical and Self-Healing Properties of Stone Mastic Asphalt Containing Encapsulated Rejuvenators

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4259795
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    contributor authorJose Norambuena-Contreras
    contributor authorErkut Yalcin
    contributor authorRobin Hudson-Griffiths
    contributor authorAlvaro García
    date accessioned2019-09-18T10:38:57Z
    date available2019-09-18T10:38:57Z
    date issued2019
    identifier other%28ASCE%29MT.1943-5533.0002687.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259795
    description abstractThis paper presents an experimental study to evaluate the mechanical and crack-healing properties of stone mastic asphalt (SMA) mixtures with encapsulated rejuvenators. With this goal, calcium alginate capsules with encapsulated sunflower oil as the rejuvenating agent have been manufactured and added into the SMA mixtures. Physical and mechanical properties of SMA with and without capsules have been evaluated following the British standard tests. Healing properties of SMA by the action of capsules have been assessed using three-point bending (3PB) tests applied on test beams conditioned at different healing times, from 5 to 216 h. The spatial distribution of the capsules in the SMA mixtures was evaluated by using X-ray computed microtomography. Results showed that the capsules can resist the manufacturing process without significantly reducing their properties. Additionally, testing of the mechanical properties of SMA mixtures with and without encapsulated rejuvenators presented similar results. Moreover, capsules showed a good spatial distribution inside the SMA samples. It was found that capsules with encapsulated oil increase the crack-healing properties of SMA when compared to mixtures without encapsulated rejuvenators. Overall, the results proved that the capsules with asphalt crack-healing purposes can be safely used in asphalt pavement construction without affecting its properties.
    publisherAmerican Society of Civil Engineers
    titleMechanical and Self-Healing Properties of Stone Mastic Asphalt Containing Encapsulated Rejuvenators
    typeJournal Paper
    journal volume31
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002687
    page04019052
    treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 005
    contenttypeFulltext
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