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    Field Evaluation of Crushed Glass–Dredged Material Blends

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author:
    Dennis G. Grubb
    ,
    Atwood F. Davis
    ,
    Steven C. Sands
    ,
    Michael Carnivale III
    ,
    Joseph Wartman
    ,
    Patricia M. Gallagher
    DOI: 10.1061/(ASCE)1090-0241(2006)132:5(577)
    Publisher: American Society of Civil Engineers
    Abstract: Based on the laboratory results reported in a companion paper, three crushed glass–dredged material (CG–DM) blends were prepared and evaluated in the field to explore the feasibility of using CG–DM blends in general, embankment and structural fill applications. A trailer-mounted pugmill successfully prepared
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      Field Evaluation of Crushed Glass–Dredged Material Blends

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52905
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    contributor authorDennis G. Grubb
    contributor authorAtwood F. Davis
    contributor authorSteven C. Sands
    contributor authorMichael Carnivale III
    contributor authorJoseph Wartman
    contributor authorPatricia M. Gallagher
    date accessioned2017-05-08T21:28:32Z
    date available2017-05-08T21:28:32Z
    date copyrightMay 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A5%28577%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52905
    description abstractBased on the laboratory results reported in a companion paper, three crushed glass–dredged material (CG–DM) blends were prepared and evaluated in the field to explore the feasibility of using CG–DM blends in general, embankment and structural fill applications. A trailer-mounted pugmill successfully prepared
    publisherAmerican Society of Civil Engineers
    titleField Evaluation of Crushed Glass–Dredged Material Blends
    typeJournal Paper
    journal volume132
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:5(577)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
    contenttypeFulltext
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