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    Deep Mixing Induced Property Changes in Surrounding Sensitive Marine Clays

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author:
    Shui-Long Shen
    ,
    Jie Han
    ,
    Yan-Jun Du
    DOI: 10.1061/(ASCE)1090-0241(2008)134:6(845)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a field study of installation effects of deep mixed columns on properties of the sensitive Ariake marine clay. Cone penetration tests were performed in the field to evaluate the change in the strength of the surrounding clay with time. Soil samples were taken before and after column installation to evaluate variations of physical, mechanical, and chemical properties of the surrounding clay. Test results indicated that the water content of the surrounding clay decreased while the concentration of cations increased as sampling locations approached the columns. Shear strength of the surrounding clay decreased during the installation but recovered after a short period of curing. Shear strength continued to increase with time over a period of
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      Deep Mixing Induced Property Changes in Surrounding Sensitive Marine Clays

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/53357
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorShui-Long Shen
    contributor authorJie Han
    contributor authorYan-Jun Du
    date accessioned2017-05-08T21:29:15Z
    date available2017-05-08T21:29:15Z
    date copyrightJune 2008
    date issued2008
    identifier other%28asce%291090-0241%282008%29134%3A6%28845%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53357
    description abstractThis paper presents a field study of installation effects of deep mixed columns on properties of the sensitive Ariake marine clay. Cone penetration tests were performed in the field to evaluate the change in the strength of the surrounding clay with time. Soil samples were taken before and after column installation to evaluate variations of physical, mechanical, and chemical properties of the surrounding clay. Test results indicated that the water content of the surrounding clay decreased while the concentration of cations increased as sampling locations approached the columns. Shear strength of the surrounding clay decreased during the installation but recovered after a short period of curing. Shear strength continued to increase with time over a period of
    publisherAmerican Society of Civil Engineers
    titleDeep Mixing Induced Property Changes in Surrounding Sensitive Marine Clays
    typeJournal Paper
    journal volume134
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:6(845)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 006
    contenttypeFulltext
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