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contributor authorQingbin Li
contributor authorFude Zhang
contributor authorWencui Zhang
contributor authorLichen Yang
date accessioned2017-05-08T21:17:26Z
date available2017-05-08T21:17:26Z
date copyrightOctober 2002
date issued2002
identifier other%28asce%290899-1561%282002%2914%3A5%28366%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45791
description abstractThis paper deals with the behavior of roller compacted concrete (RCC) cores in uniaxial tension cored from a practical RCC dam. Properties included are tensile strength, peak strain, modulus of elasticity, fracture energy, brittleness, complete stress-deformation curve, and stress-crack width curve both for the RCC matrix and the interface. Two categories of compressive strengths of RCC, 15 and 20 MPa, respectively, were tested in order to investigate the effect of RCC compressive strength on their behaviors. Two categories of specimen sizes of RCC,
publisherAmerican Society of Civil Engineers
titleFracture and Tension Properties of Roller Compacted Concrete Cores in Uniaxial Tension
typeJournal Paper
journal volume14
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2002)14:5(366)
treeJournal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 005
contenttypeFulltext


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