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    Rheological Investigations on Warm Mix Asphalt Binders at High and Intermediate Temperature Ranges

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 004
    Author:
    Roja K. Lakshmi;Padmarekha A.;Krishnan J. Murali
    DOI: 10.1061/(ASCE)MT.1943-5533.0002027
    Publisher: American Society of Civil Engineers
    Abstract: Warm mix asphalt (WMA) technology is used to reduce mixing and compaction temperature of the binder; however, such addition is also expected to influence the rheological response of the binder during pavement service. This investigation is focused on WMA binders produced using Evotherm (Evotherm-VG3) and Sasobit (Sasobit-VG3) with a base binder (VG3). Shear rate sweep tests and steady shear tests conducted in the temperature range of 1–155°C indicate that the addition of Evotherm and Sasobit consistently reduce the viscosity of binder. This change in viscosity is found to be temperature and aging dependent. Short-term aged Evotherm-VG3 and Sasobit-VG3 binders exhibited increased shear thinning in the compaction temperature regime. Oscillatory shear tests and repeated creep and recovery tests were conducted in the temperature range of 15–75°C. The relationship between dynamic modulus and phase angle of WMA and VG3 binders followed Kramers-Kronig relations. Addition of Sasobit and Evotherm did not change the temperature regime associated with viscoelastic solid-fluid transition. From the creep and recovery test, addition of Evotherm and Sasobit resulted in increased strain during creep at higher temperatures. The influence of additives, especially Sasobit, on the base binder was found to be strongly temperature dependent.
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      Rheological Investigations on Warm Mix Asphalt Binders at High and Intermediate Temperature Ranges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4247494
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    contributor authorRoja K. Lakshmi;Padmarekha A.;Krishnan J. Murali
    date accessioned2019-02-26T07:30:48Z
    date available2019-02-26T07:30:48Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002027.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247494
    description abstractWarm mix asphalt (WMA) technology is used to reduce mixing and compaction temperature of the binder; however, such addition is also expected to influence the rheological response of the binder during pavement service. This investigation is focused on WMA binders produced using Evotherm (Evotherm-VG3) and Sasobit (Sasobit-VG3) with a base binder (VG3). Shear rate sweep tests and steady shear tests conducted in the temperature range of 1–155°C indicate that the addition of Evotherm and Sasobit consistently reduce the viscosity of binder. This change in viscosity is found to be temperature and aging dependent. Short-term aged Evotherm-VG3 and Sasobit-VG3 binders exhibited increased shear thinning in the compaction temperature regime. Oscillatory shear tests and repeated creep and recovery tests were conducted in the temperature range of 15–75°C. The relationship between dynamic modulus and phase angle of WMA and VG3 binders followed Kramers-Kronig relations. Addition of Sasobit and Evotherm did not change the temperature regime associated with viscoelastic solid-fluid transition. From the creep and recovery test, addition of Evotherm and Sasobit resulted in increased strain during creep at higher temperatures. The influence of additives, especially Sasobit, on the base binder was found to be strongly temperature dependent.
    publisherAmerican Society of Civil Engineers
    titleRheological Investigations on Warm Mix Asphalt Binders at High and Intermediate Temperature Ranges
    typeJournal Paper
    journal volume30
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002027
    page4018038
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 004
    contenttypeFulltext
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