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    Dynamic Shear Strength of GMX/GCL Composite Liner for Monotonic Loading

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author:
    Jason D. Ross
    ,
    Patrick J. Fox
    DOI: 10.1061/(ASCE)GT.1943-5606.0001198
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental investigation of the dynamic shear strength of a composite liner consisting of a high-density polyethylene (HDPE) textured geomembrane (GMX) over a hydrated nonwoven/nonwoven needle-punched geosynthetic clay liner (GCL) for monotonic (i.e., single direction) loading conditions. Displacement-controlled shear tests were conducted using a large direct shear machine for five normal stress levels ranging from 13 to 2071 kPa and five shear displacement rates ranging from 0.1 to
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      Dynamic Shear Strength of GMX/GCL Composite Liner for Monotonic Loading

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    contributor authorJason D. Ross
    contributor authorPatrick J. Fox
    date accessioned2017-05-08T22:11:03Z
    date available2017-05-08T22:11:03Z
    date copyrightJuly 2015
    date issued2015
    identifier other37480024.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73022
    description abstractThis paper presents an experimental investigation of the dynamic shear strength of a composite liner consisting of a high-density polyethylene (HDPE) textured geomembrane (GMX) over a hydrated nonwoven/nonwoven needle-punched geosynthetic clay liner (GCL) for monotonic (i.e., single direction) loading conditions. Displacement-controlled shear tests were conducted using a large direct shear machine for five normal stress levels ranging from 13 to 2071 kPa and five shear displacement rates ranging from 0.1 to
    publisherAmerican Society of Civil Engineers
    titleDynamic Shear Strength of GMX/GCL Composite Liner for Monotonic Loading
    typeJournal Paper
    journal volume141
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001198
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 007
    contenttypeFulltext
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