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    Impact of Soil Type and Compaction Conditions on Soil Water Characteristic

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 009
    Author:
    C. J. Miller
    ,
    N. Yesiller
    ,
    K. Yaldo
    ,
    S. Merayyan
    DOI: 10.1061/(ASCE)1090-0241(2002)128:9(733)
    Publisher: American Society of Civil Engineers
    Abstract: Tests were conducted to determine the variation of water content and pore water suction for compacted clayey soils. The soils had varying amounts of clay fraction with plasticities ranging from low to high plasticity. The unsaturated soil behavior was investigated for six conditions, covering a range of compactive efforts and water contents. The experimental data were fit to four commonly used models for the water content-pore water suction relationship. Each model provided a satisfactory fit to the experimental data. However, the individual parameters obtained from the curve fits varied significantly between models. The soil water characteristic curves (SWCCs) were more sensitive to changes in compaction effort than changes in compaction water content. At similar water contents, the pore water suction increased with increasing compaction effort for each compaction condition and soil type. For all compaction conditions, the lowest plasticity soils retained the smallest water content and the highest plasticity soils retained the highest water content at a specified suction. In addition, SWCCs for soils compacted in the laboratory and in the field were similar.
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      Impact of Soil Type and Compaction Conditions on Soil Water Characteristic

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52227
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorC. J. Miller
    contributor authorN. Yesiller
    contributor authorK. Yaldo
    contributor authorS. Merayyan
    date accessioned2017-05-08T21:27:33Z
    date available2017-05-08T21:27:33Z
    date copyrightSeptember 2002
    date issued2002
    identifier other%28asce%291090-0241%282002%29128%3A9%28733%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52227
    description abstractTests were conducted to determine the variation of water content and pore water suction for compacted clayey soils. The soils had varying amounts of clay fraction with plasticities ranging from low to high plasticity. The unsaturated soil behavior was investigated for six conditions, covering a range of compactive efforts and water contents. The experimental data were fit to four commonly used models for the water content-pore water suction relationship. Each model provided a satisfactory fit to the experimental data. However, the individual parameters obtained from the curve fits varied significantly between models. The soil water characteristic curves (SWCCs) were more sensitive to changes in compaction effort than changes in compaction water content. At similar water contents, the pore water suction increased with increasing compaction effort for each compaction condition and soil type. For all compaction conditions, the lowest plasticity soils retained the smallest water content and the highest plasticity soils retained the highest water content at a specified suction. In addition, SWCCs for soils compacted in the laboratory and in the field were similar.
    publisherAmerican Society of Civil Engineers
    titleImpact of Soil Type and Compaction Conditions on Soil Water Characteristic
    typeJournal Paper
    journal volume128
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2002)128:9(733)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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