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    Influence of Types of Coarse Aggregates on the Coefficient of Thermal Expansion of Concrete

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 004
    Author:
    Tarun R. Naik
    ,
    Rudolph N. Kraus
    ,
    Rakesh Kumar
    DOI: 10.1061/(ASCE)MT.1943-5533.0000198
    Publisher: American Society of Civil Engineers
    Abstract: The coefficient of thermal expansion (CTE) was determined for a typical concrete-paving mixture made with six different types of coarse aggregates belonging to the basic class of glacial gravel, quartzite, granite, diabase, basalt, and dolomite. The CTE, compressive strength, and splitting tensile strength of fifteen different concrete mixtures were determined at the age of 28 days. Two parameters, CTE and splitting tensile strength, are the basic input in AASHTO’s new mechanistic-empirical pavement design method. The study revealed a noticeable variation in the values of the CTE of concrete with different types of aggregates. Concrete with quartzite aggregate had the highest value of the CTE followed by dolomite, glacial gravel, granite, and diabase or basalt. The estimated value of the splitting tensile strength of concrete, considering its compressive strength and using AASHTO’s
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      Influence of Types of Coarse Aggregates on the Coefficient of Thermal Expansion of Concrete

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    contributor authorTarun R. Naik
    contributor authorRudolph N. Kraus
    contributor authorRakesh Kumar
    date accessioned2017-05-08T21:55:21Z
    date available2017-05-08T21:55:21Z
    date copyrightApril 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000229.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66547
    description abstractThe coefficient of thermal expansion (CTE) was determined for a typical concrete-paving mixture made with six different types of coarse aggregates belonging to the basic class of glacial gravel, quartzite, granite, diabase, basalt, and dolomite. The CTE, compressive strength, and splitting tensile strength of fifteen different concrete mixtures were determined at the age of 28 days. Two parameters, CTE and splitting tensile strength, are the basic input in AASHTO’s new mechanistic-empirical pavement design method. The study revealed a noticeable variation in the values of the CTE of concrete with different types of aggregates. Concrete with quartzite aggregate had the highest value of the CTE followed by dolomite, glacial gravel, granite, and diabase or basalt. The estimated value of the splitting tensile strength of concrete, considering its compressive strength and using AASHTO’s
    publisherAmerican Society of Civil Engineers
    titleInfluence of Types of Coarse Aggregates on the Coefficient of Thermal Expansion of Concrete
    typeJournal Paper
    journal volume23
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000198
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 004
    contenttypeFulltext
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