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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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