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    Unsaturated Hydraulic Conductivity of Two Compacted Barrier Soils

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 007
    Author:
    J. S. Meerdink
    ,
    C. H. Benson
    ,
    M. V. Khire
    DOI: 10.1061/(ASCE)0733-9410(1996)122:7(565)
    Publisher: American Society of Civil Engineers
    Abstract: Unsaturated hydraulic conductivities were measured in the laboratory and the field for two compacted fine-grained soils used as barrier layers in landfill final covers. The instantaneous profile method was used for the laboratory and field measurements. Results of the tests show that similar unsaturated hydraulic conductivities exist in the laboratory and field for both soils. Furthermore, results of laboratory tests conducted with specimens prepared at different molding water contents and compactive efforts show that the unsaturated hydraulic conductivity function is insensitive to molding water content for matric suctions exceeding 20 m, but is strongly affected by compactive effort. Specimens compacted with modified Proctor effort had unsaturated hydraulic conductivities approximately one order of magnitude lower than those compared with a standard Proctor effort. It is also shown that estimated unsaturated hydraulic functions based on parameters describing the soil-water characteristic curve underpredict the unsaturated hydraulic conductivity functions of these barrier soils.
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      Unsaturated Hydraulic Conductivity of Two Compacted Barrier Soils

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    https://yetl.yabesh.ir/yetl1/handle/yetl/21903
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    contributor authorJ. S. Meerdink
    contributor authorC. H. Benson
    contributor authorM. V. Khire
    date accessioned2017-05-08T20:38:09Z
    date available2017-05-08T20:38:09Z
    date copyrightJuly 1996
    date issued1996
    identifier other%28asce%290733-9410%281996%29122%3A7%28565%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21903
    description abstractUnsaturated hydraulic conductivities were measured in the laboratory and the field for two compacted fine-grained soils used as barrier layers in landfill final covers. The instantaneous profile method was used for the laboratory and field measurements. Results of the tests show that similar unsaturated hydraulic conductivities exist in the laboratory and field for both soils. Furthermore, results of laboratory tests conducted with specimens prepared at different molding water contents and compactive efforts show that the unsaturated hydraulic conductivity function is insensitive to molding water content for matric suctions exceeding 20 m, but is strongly affected by compactive effort. Specimens compacted with modified Proctor effort had unsaturated hydraulic conductivities approximately one order of magnitude lower than those compared with a standard Proctor effort. It is also shown that estimated unsaturated hydraulic functions based on parameters describing the soil-water characteristic curve underpredict the unsaturated hydraulic conductivity functions of these barrier soils.
    publisherAmerican Society of Civil Engineers
    titleUnsaturated Hydraulic Conductivity of Two Compacted Barrier Soils
    typeJournal Paper
    journal volume122
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1996)122:7(565)
    treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 007
    contenttypeFulltext
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