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    Thermal Storage Stability of Bio-Oil Modified Asphalt

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 004
    Author:
    Zhang Ran;Wang Hainian;Jiang Xin;You Zhanping;Yang Xu;Ye Mingxiao
    DOI: 10.1061/(ASCE)MT.1943-5533.0002237
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates and evaluates the storage stability of asphalt binder modified by bio-oil at high temperature. Five bio-asphalts are prepared by adding 1, 15, 2, 25, and 3% bio-oil into 7# petroleum asphalt. The bioasphalts are statically stored for 48 h at four different temperatures: 12, 14, 16, and 18°C. The softening point test, rotational viscosity test, dynamic shear rheometer (DSR) test, and Fourier transform infrared spectroscopy (FTIR) test are applied. The top and bottom sections of samples after thermal storage are analyzed for thermal storage stability from three aspects: physical properties, rheological properties, and functional group composition. The results show that after thermal storage, the bioasphalts segregated and the softening point, viscosity, and antirutting factor of the bottom sections are larger than those of the top sections. The viscosities of the top and bottom sections of bioasphalt with 2% bio-oil are .57 and .643  Pa·s, respectively, under the storage temperature of 14°C. Moreover, the thermal storage stability of bioasphalts decreases with an increase in bio-oil content and storage temperature. Furthermore, based on rheological properties and functional group analysis, it is found that physical segregation and chemical reactions occurred, such as carbonation reactions, reactions between the oligomers, and volatilization of aromatic compounds. Overall, it is recommended that the storage temperature should be kept below 16°C and the bio-oil content should be less than 25%.
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      Thermal Storage Stability of Bio-Oil Modified Asphalt

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    contributor authorZhang Ran;Wang Hainian;Jiang Xin;You Zhanping;Yang Xu;Ye Mingxiao
    date accessioned2019-02-26T07:31:37Z
    date available2019-02-26T07:31:37Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002237.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247607
    description abstractThis study investigates and evaluates the storage stability of asphalt binder modified by bio-oil at high temperature. Five bio-asphalts are prepared by adding 1, 15, 2, 25, and 3% bio-oil into 7# petroleum asphalt. The bioasphalts are statically stored for 48 h at four different temperatures: 12, 14, 16, and 18°C. The softening point test, rotational viscosity test, dynamic shear rheometer (DSR) test, and Fourier transform infrared spectroscopy (FTIR) test are applied. The top and bottom sections of samples after thermal storage are analyzed for thermal storage stability from three aspects: physical properties, rheological properties, and functional group composition. The results show that after thermal storage, the bioasphalts segregated and the softening point, viscosity, and antirutting factor of the bottom sections are larger than those of the top sections. The viscosities of the top and bottom sections of bioasphalt with 2% bio-oil are .57 and .643  Pa·s, respectively, under the storage temperature of 14°C. Moreover, the thermal storage stability of bioasphalts decreases with an increase in bio-oil content and storage temperature. Furthermore, based on rheological properties and functional group analysis, it is found that physical segregation and chemical reactions occurred, such as carbonation reactions, reactions between the oligomers, and volatilization of aromatic compounds. Overall, it is recommended that the storage temperature should be kept below 16°C and the bio-oil content should be less than 25%.
    publisherAmerican Society of Civil Engineers
    titleThermal Storage Stability of Bio-Oil Modified Asphalt
    typeJournal Paper
    journal volume30
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002237
    page4018054
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 004
    contenttypeFulltext
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