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    Test and Study on the Long-Age Performance of Cement Concrete Pavement Material

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 002
    Author:
    Liu Ying
    ,
    Tian Bo
    ,
    Wang Ji-liang
    DOI: 10.1061/JHTRCQ.0000374
    Publisher: American Society of Civil Engineers
    Abstract: Experimental research is conducted to determine the long—age statistical parameters of road pavement properties such as flexural strength, flexural elastic modulus, compressive strength, and splitting strength after 18 months. Changes in regularity are analyzed, and the functional equations of the performance indices with the age of pavement concrete material are fitted. The differences in performance under the conditions of standard indoor curing and outdoor natural curing are then compared. The regularity of concrete strength varying with age, the relationship between flexural strength and splitting strength, and relationship between compressive strength and flexural strength are discussed. A comprehensive summary of the development rule of the long-age performance of road pavement concrete materials is performed. Finally, by analyzing the data of the ratio of compressive strength to flexural strength, it is recommended that controlling the flexural strength and water—cement ratio can reduce the brittleness of the concrete slab.
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      Test and Study on the Long-Age Performance of Cement Concrete Pavement Material

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    contributor authorLiu Ying
    contributor authorTian Bo
    contributor authorWang Ji-liang
    date accessioned2017-05-08T22:08:40Z
    date available2017-05-08T22:08:40Z
    date copyrightJune 2014
    date issued2014
    identifier other32895254.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72224
    description abstractExperimental research is conducted to determine the long—age statistical parameters of road pavement properties such as flexural strength, flexural elastic modulus, compressive strength, and splitting strength after 18 months. Changes in regularity are analyzed, and the functional equations of the performance indices with the age of pavement concrete material are fitted. The differences in performance under the conditions of standard indoor curing and outdoor natural curing are then compared. The regularity of concrete strength varying with age, the relationship between flexural strength and splitting strength, and relationship between compressive strength and flexural strength are discussed. A comprehensive summary of the development rule of the long-age performance of road pavement concrete materials is performed. Finally, by analyzing the data of the ratio of compressive strength to flexural strength, it is recommended that controlling the flexural strength and water—cement ratio can reduce the brittleness of the concrete slab.
    publisherAmerican Society of Civil Engineers
    titleTest and Study on the Long-Age Performance of Cement Concrete Pavement Material
    typeJournal Paper
    journal volume8
    journal issue2
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000374
    treeJournal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 002
    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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