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    Preparation and Evaluation of Durability of Color Antiskid Pavement Particles Subjected to Different Treatments

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 001
    Author:
    Chaohui Wang
    ,
    Menghao Wang
    ,
    Xudang Xiao
    ,
    Jin Guo
    DOI: 10.1061/(ASCE)MT.1943-5533.0002992
    Publisher: ASCE
    Abstract: To improve the durability of color antiskid pavement and the abrasion resistance of its antiskid particles, an organic treatment agent (OTA) is selected to treat the antiskid particles. The before-and-after study of the OTA treatment on the properties of the antiskid particles is conducted. The abrasion resistance of color antiskid pavement is discussed by using four evaluation indexes: abrasion mass loss rate, British pendulum number attenuation rate, texture depth attenuation rate, and bond strength. In addition, the color durability of color antiskid pavement under single and complex conditions is studied by using the color brightness coefficient as the evaluation index. Compared with untreated antiskid particles, the OTA demonstrates a 54%, 29%, 44%, and 34% reduction in water absorption, weared stone value, crushed stone value, and mass abrasion shedding rate, respectively, on the treated particles. Furthermore, the OTA produces a 5%, 16.7%, and 9.7% decrease in abrasion mass loss rate, British pendulum number attenuation rate, and texture depth attenuation rate, respectively, whereas it produces a 33.3% increase in bond strength, compared with untreated specimens. Moreover, under four conditions: liquid corrosion, ultraviolet radiation, combined high-temperature and liquid corrosion, and combined high-temperature and ultraviolet radiation, the maximum reduction of the color brightness coefficient of color antiskid pavement with OTA treatment is 85.8%.
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      Preparation and Evaluation of Durability of Color Antiskid Pavement Particles Subjected to Different Treatments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4266135
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    contributor authorChaohui Wang
    contributor authorMenghao Wang
    contributor authorXudang Xiao
    contributor authorJin Guo
    date accessioned2022-01-30T19:52:49Z
    date available2022-01-30T19:52:49Z
    date issued2020
    identifier other%28ASCE%29MT.1943-5533.0002992.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266135
    description abstractTo improve the durability of color antiskid pavement and the abrasion resistance of its antiskid particles, an organic treatment agent (OTA) is selected to treat the antiskid particles. The before-and-after study of the OTA treatment on the properties of the antiskid particles is conducted. The abrasion resistance of color antiskid pavement is discussed by using four evaluation indexes: abrasion mass loss rate, British pendulum number attenuation rate, texture depth attenuation rate, and bond strength. In addition, the color durability of color antiskid pavement under single and complex conditions is studied by using the color brightness coefficient as the evaluation index. Compared with untreated antiskid particles, the OTA demonstrates a 54%, 29%, 44%, and 34% reduction in water absorption, weared stone value, crushed stone value, and mass abrasion shedding rate, respectively, on the treated particles. Furthermore, the OTA produces a 5%, 16.7%, and 9.7% decrease in abrasion mass loss rate, British pendulum number attenuation rate, and texture depth attenuation rate, respectively, whereas it produces a 33.3% increase in bond strength, compared with untreated specimens. Moreover, under four conditions: liquid corrosion, ultraviolet radiation, combined high-temperature and liquid corrosion, and combined high-temperature and ultraviolet radiation, the maximum reduction of the color brightness coefficient of color antiskid pavement with OTA treatment is 85.8%.
    publisherASCE
    titlePreparation and Evaluation of Durability of Color Antiskid Pavement Particles Subjected to Different Treatments
    typeJournal Paper
    journal volume32
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002992
    page04019336
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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