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Aggregate Gradation Effects on Cracking-Related Displacements in Concrete Pavement
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 Title & Authors
Aggregate Gradation Effects on Cracking-Related Displacements in Concrete Pavement
Jeong Jin-Hoon; Kim Nakseok;
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 Abstract
Aggregate gradation effects on cracking-related displacements of concrete are investigated in the laboratory using the German cracking frame. Concrete workability was assessed by use of the slump and drop tests for two different concrete mixtures consisting of gap-graded and dense-graded aggregates. Shrinkage strain, cracking frame strain, and concrete strain were measured and used to compare to strength gain and creep development. The measured and calculated strains of the different aggregate gradations were compared each other. Gradation effects on strength and stress development relative to tensile cracking at saw-cut tip were also investigated. Test results revealed that the gap-graded concrete has indicated larger shrinkage and creep strains than dense-grade concrete perhaps because of its higher volume concrete of cement mortars in the mixture.
 Keywords
aggregate gradation;cracking displacement;shrinkage;saw-cut tip;creep strain;
 Language
English
 Cited by
 References
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