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    Swell‐Shrink Behavior of Compacted Clay

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author:
    Robert W. Day
    DOI: 10.1061/(ASCE)0733-9410(1994)120:3(618)
    Publisher: American Society of Civil Engineers
    Abstract: The results of this study show that the initial amount of swell and shrinkage for a clay compacted at a moisture content that was 6% wet of modified Proctor optimum was small. By allowing the compacted silty clay to cure, bonds were developed that further reduced the amount of initial swell and shrinkage. But after repeated wetting and drying cycles, the amount of expansion and shrinkage dramatically increased. Whatever effect compaction at a high moisture had was destroyed by wetting and drying cycles. In terms of practical applications, for a clay compacted over optimum and protected from wetting and drying cycles, aging may result in the development of bonds that substantially reduce long‐term swell. But if the compacted clay should dry out prior to placing the foundation, or if the clay is subjected to wetting and drying cycles, the beneficial effect of compacting the clay at a high moisture content will be destroyed, causing the soil to become significantly more expansive.
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      Swell‐Shrink Behavior of Compacted Clay

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    contributor authorRobert W. Day
    date accessioned2017-05-08T20:37:12Z
    date available2017-05-08T20:37:12Z
    date copyrightMarch 1994
    date issued1994
    identifier other%28asce%290733-9410%281994%29120%3A3%28618%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21405
    description abstractThe results of this study show that the initial amount of swell and shrinkage for a clay compacted at a moisture content that was 6% wet of modified Proctor optimum was small. By allowing the compacted silty clay to cure, bonds were developed that further reduced the amount of initial swell and shrinkage. But after repeated wetting and drying cycles, the amount of expansion and shrinkage dramatically increased. Whatever effect compaction at a high moisture had was destroyed by wetting and drying cycles. In terms of practical applications, for a clay compacted over optimum and protected from wetting and drying cycles, aging may result in the development of bonds that substantially reduce long‐term swell. But if the compacted clay should dry out prior to placing the foundation, or if the clay is subjected to wetting and drying cycles, the beneficial effect of compacting the clay at a high moisture content will be destroyed, causing the soil to become significantly more expansive.
    publisherAmerican Society of Civil Engineers
    titleSwell‐Shrink Behavior of Compacted Clay
    typeJournal Paper
    journal volume120
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1994)120:3(618)
    treeJournal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 003
    contenttypeFulltext
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