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    In Situ Field Testing for Fracture Properties of Dam Concrete 

    Source: Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 003
    Author(s): Victor E. Saouma; Jerry J. Broz; Howard L. Boggs
    Publisher: American Society of Civil Engineers
    Abstract: Fracture toughness tests on large‐scale cubical concrete specimens, with maximum size aggregate ranging from 19–76 mm (0.75–3.0 in.), are conducted under laboratory conditions. The laboratory experiments are based on the ...
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    Fracture Model Evaluation of Dam Concrete 

    Source: Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 004
    Author(s): Eugene Brühwiler; Jerry J. Broz; Victor E. Saouma
    Publisher: American Society of Civil Engineers
    Abstract: The following fracture models are assessed on the basis of an extensive testing program of large wedge‐splitting specimens: Bažant's size effect law; Hil‐lerborg's fictitious crack model; Carpinteri's brittleness model; ...
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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(s): Victor E. Saouma; Jerry J. Broz; Eugene Brühwiler; Howard L. Boggs
    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 ...
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