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    Earth Pressure due to Vibratory Compaction

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author:
    Tsang-Jiang Chen
    ,
    Yung-Show Fang
    DOI: 10.1061/(ASCE)1090-0241(2008)134:4(437)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents experimental data on the variation of lateral earth pressure against a nonyielding retaining wall due to soil filling and vibratory compaction. Air-dry Ottawa sand was placed in five lifts and each lift was compacted to achieve a relative density of 75%. Each compacted lift was
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      Earth Pressure due to Vibratory Compaction

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/53316
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    contributor authorTsang-Jiang Chen
    contributor authorYung-Show Fang
    date accessioned2017-05-08T21:29:11Z
    date available2017-05-08T21:29:11Z
    date copyrightApril 2008
    date issued2008
    identifier other%28asce%291090-0241%282008%29134%3A4%28437%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53316
    description abstractThis paper presents experimental data on the variation of lateral earth pressure against a nonyielding retaining wall due to soil filling and vibratory compaction. Air-dry Ottawa sand was placed in five lifts and each lift was compacted to achieve a relative density of 75%. Each compacted lift was
    publisherAmerican Society of Civil Engineers
    titleEarth Pressure due to Vibratory Compaction
    typeJournal Paper
    journal volume134
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:4(437)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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