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    Full-Scale Field Testing of Colloidal Silica Grouting for Mitigation of Liquefaction Risk

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author:
    Patricia M. Gallagher
    ,
    Carolyn T. Conlee
    ,
    Kyle M. Rollins
    DOI: 10.1061/(ASCE)1090-0241(2007)133:2(186)
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports results of a full-scale field test to assess the performance of dilute colloidal silica stabilizer in reducing the settlement of liquefiable soil. Slow injection methods were used to treat a
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      Full-Scale Field Testing of Colloidal Silica Grouting for Mitigation of Liquefaction Risk

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/53090
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    contributor authorPatricia M. Gallagher
    contributor authorCarolyn T. Conlee
    contributor authorKyle M. Rollins
    date accessioned2017-05-08T21:28:50Z
    date available2017-05-08T21:28:50Z
    date copyrightFebruary 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A2%28186%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53090
    description abstractThis paper reports results of a full-scale field test to assess the performance of dilute colloidal silica stabilizer in reducing the settlement of liquefiable soil. Slow injection methods were used to treat a
    publisherAmerican Society of Civil Engineers
    titleFull-Scale Field Testing of Colloidal Silica Grouting for Mitigation of Liquefaction Risk
    typeJournal Paper
    journal volume133
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:2(186)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 002
    contenttypeFulltext
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