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    Mechanical Behavior of Sands Treated by Microbially Induced Carbonate Precipitation

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Hai Lin
    ,
    Muhannad T. Suleiman
    ,
    Derick G. Brown
    ,
    Edward Kavazanjian Jr.
    DOI: 10.1061/(ASCE)GT.1943-5606.0001383
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical behavior of sands treated using microbially induced carbonate precipitation (MICP) has been investigated at the macroscale and the microscale. Triaxial and confined compression tests with embedded shear and compression wave (S-wave and P-wave) sensors were conducted on two MICP-treated sands, Ottawa
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      Mechanical Behavior of Sands Treated by Microbially Induced Carbonate Precipitation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80463
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    contributor authorHai Lin
    contributor authorMuhannad T. Suleiman
    contributor authorDerick G. Brown
    contributor authorEdward Kavazanjian Jr.
    date accessioned2017-05-08T22:25:41Z
    date available2017-05-08T22:25:41Z
    date copyrightFebruary 2016
    date issued2016
    identifier other44519988.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80463
    description abstractThe mechanical behavior of sands treated using microbially induced carbonate precipitation (MICP) has been investigated at the macroscale and the microscale. Triaxial and confined compression tests with embedded shear and compression wave (S-wave and P-wave) sensors were conducted on two MICP-treated sands, Ottawa
    publisherAmerican Society of Civil Engineers
    titleMechanical Behavior of Sands Treated by Microbially Induced Carbonate Precipitation
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001383
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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