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    Compaction Characteristics of River Terrace Gravel

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author:
    Vinod K. Garga
    ,
    Claudio J. Madureira
    DOI: 10.1061/(ASCE)0733-9410(1985)111:8(987)
    Publisher: American Society of Civil Engineers
    Abstract: Large‐scale field and laboratory tests were carried out to investigate compaction characteristics of a river terrace gravel soil at the 120‐m high Sao Simao Dam in Brazil. The coarse fraction of the deposit was typically 3 in. (7.5 cm) maximum size, while the matrix (defined as material passing No. 4 sieve) was basically a clayey sand with
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      Compaction Characteristics of River Terrace Gravel

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    https://yetl.yabesh.ir/yetl1/handle/yetl/19808
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    contributor authorVinod K. Garga
    contributor authorClaudio J. Madureira
    date accessioned2017-05-08T20:34:05Z
    date available2017-05-08T20:34:05Z
    date copyrightAugust 1985
    date issued1985
    identifier other%28asce%290733-9410%281985%29111%3A8%28987%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19808
    description abstractLarge‐scale field and laboratory tests were carried out to investigate compaction characteristics of a river terrace gravel soil at the 120‐m high Sao Simao Dam in Brazil. The coarse fraction of the deposit was typically 3 in. (7.5 cm) maximum size, while the matrix (defined as material passing No. 4 sieve) was basically a clayey sand with
    publisherAmerican Society of Civil Engineers
    titleCompaction Characteristics of River Terrace Gravel
    typeJournal Paper
    journal volume111
    journal issue8
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1985)111:8(987)
    treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 008
    contenttypeFulltext
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