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    Effect of Aggregate and Specimen Size on Fracture Properties of Dam Concrete

    Source: Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 003
    Author:
    Victor E. Saouma
    ,
    Jerry J. Broz
    ,
    Eugene Brühwiler
    ,
    Howard L. Boggs
    DOI: 10.1061/(ASCE)0899-1561(1991)3:3(204)
    Publisher: American Society of Civil Engineers
    Abstract: Fracture properties of concrete used in dams are obtained from laboratory experiments of large wedge‐splitting specimens with heights of 31 cm (12 in.), 91 cm (36 in.), and 152 cm (60 in.). Various concrete mixes of 19 mm (0.75 in.), 38 mm (1.5 in.) and 76 mm (3.0 in.) maximum size aggregate were investigated. The fracture toughness,
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      Effect of Aggregate and Specimen Size on Fracture Properties of Dam Concrete

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    contributor authorVictor E. Saouma
    contributor authorJerry J. Broz
    contributor authorEugene Brühwiler
    contributor authorHoward L. Boggs
    date accessioned2017-05-08T22:06:32Z
    date available2017-05-08T22:06:32Z
    date copyrightAugust 1991
    date issued1991
    identifier other28275353.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71506
    description abstractFracture properties of concrete used in dams are obtained from laboratory experiments of large wedge‐splitting specimens with heights of 31 cm (12 in.), 91 cm (36 in.), and 152 cm (60 in.). Various concrete mixes of 19 mm (0.75 in.), 38 mm (1.5 in.) and 76 mm (3.0 in.) maximum size aggregate were investigated. The fracture toughness,
    publisherAmerican Society of Civil Engineers
    titleEffect of Aggregate and Specimen Size on Fracture Properties of Dam Concrete
    typeJournal Paper
    journal volume3
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1991)3:3(204)
    treeJournal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 003
    contenttypeFulltext
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