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    Soil-Water Characteristic Curves for Compacted Clays

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author:
    James M. Tinjum
    ,
    Craig H. Benson
    ,
    Lisa R. Blotz
    DOI: 10.1061/(ASCE)1090-0241(1997)123:11(1060)
    Publisher: American Society of Civil Engineers
    Abstract: Soil-water characteristic curves (SWCCs) are presented for four compacted clay barrier soils that were prepared at different compaction water contents (dry, wet, and optimum water content) and compactive efforts (standard and modified Proctor). The SWCCs were measured in the laboratory using pressure plate extractors. The shape of the SWCC depends on compaction water content and compactive effort, but compaction water content is more important. Compaction at higher compaction water content or with greater compactive effort results in larger air entry. Also, clays with higher plasticity index have greater air-entry suction. Changes in the shape of the SWCC are consistent with changes in pore size that occur by varying compaction conditions and with the mineralogical composition of the soils. These changes in the SWCC also are reflected in the van Genuchten and Brooks-Corey parameters, which were obtained from least-squares fits to the SWCC data. Regression equations are presented that can be used to estimate the van Genuchten parameters α and
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      Soil-Water Characteristic Curves for Compacted Clays

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51266
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJames M. Tinjum
    contributor authorCraig H. Benson
    contributor authorLisa R. Blotz
    date accessioned2017-05-08T21:25:58Z
    date available2017-05-08T21:25:58Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A11%281060%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51266
    description abstractSoil-water characteristic curves (SWCCs) are presented for four compacted clay barrier soils that were prepared at different compaction water contents (dry, wet, and optimum water content) and compactive efforts (standard and modified Proctor). The SWCCs were measured in the laboratory using pressure plate extractors. The shape of the SWCC depends on compaction water content and compactive effort, but compaction water content is more important. Compaction at higher compaction water content or with greater compactive effort results in larger air entry. Also, clays with higher plasticity index have greater air-entry suction. Changes in the shape of the SWCC are consistent with changes in pore size that occur by varying compaction conditions and with the mineralogical composition of the soils. These changes in the SWCC also are reflected in the van Genuchten and Brooks-Corey parameters, which were obtained from least-squares fits to the SWCC data. Regression equations are presented that can be used to estimate the van Genuchten parameters α and
    publisherAmerican Society of Civil Engineers
    titleSoil-Water Characteristic Curves for Compacted Clays
    typeJournal Paper
    journal volume123
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:11(1060)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
    contenttypeFulltext
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