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    Polymer Impregnation to Assist Undisturbed Sampling of Cohesionless Soils

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author:
    Kevin G. Sutterer
    ,
    J. David Frost
    ,
    Jean-Lou A. Chameau
    DOI: 10.1061/(ASCE)0733-9410(1996)122:3(209)
    Publisher: American Society of Civil Engineers
    Abstract: Agarose, a derivative of the natural polymer, agar, is proposed as an impregnate to stabilize the in-situ structure of cohesionless soils before sampling. The gel solution is injected into the in-situ voids after heating the soil. Sampling is performed using conventional sampling techniques and gel removal is achieved in the laboratory test device by reheating the specimen and flushing out the agarose with warm water. The process of heating, impregnation with agarose, cooling, reheating, and agarose removal was found to have no significant effect on the cyclic mobility of two contractive Ottawa sands. The technology shows promise for an accurate estimate of the in-situ void ratio and for an economic undisturbed sampling of cohesionless soils.
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      Polymer Impregnation to Assist Undisturbed Sampling of Cohesionless Soils

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/21822
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    • Journal of Geotechnical Engineering

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    contributor authorKevin G. Sutterer
    contributor authorJ. David Frost
    contributor authorJean-Lou A. Chameau
    date accessioned2017-05-08T20:38:00Z
    date available2017-05-08T20:38:00Z
    date copyrightMarch 1996
    date issued1996
    identifier other%28asce%290733-9410%281996%29122%3A3%28209%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21822
    description abstractAgarose, a derivative of the natural polymer, agar, is proposed as an impregnate to stabilize the in-situ structure of cohesionless soils before sampling. The gel solution is injected into the in-situ voids after heating the soil. Sampling is performed using conventional sampling techniques and gel removal is achieved in the laboratory test device by reheating the specimen and flushing out the agarose with warm water. The process of heating, impregnation with agarose, cooling, reheating, and agarose removal was found to have no significant effect on the cyclic mobility of two contractive Ottawa sands. The technology shows promise for an accurate estimate of the in-situ void ratio and for an economic undisturbed sampling of cohesionless soils.
    publisherAmerican Society of Civil Engineers
    titlePolymer Impregnation to Assist Undisturbed Sampling of Cohesionless Soils
    typeJournal Paper
    journal volume122
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1996)122:3(209)
    treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 003
    contenttypeFulltext
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