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    Interface Shear‐Strength Properties of Roughened HDPE

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author:
    Marc E. Orman
    DOI: 10.1061/(ASCE)0733-9410(1994)120:4(758)
    Publisher: American Society of Civil Engineers
    Abstract: It is generally perceived that roughened high‐density polyethylene (HDPE) has superior interface frictional properties, when in contact with any type of granular material, compared to smooth HDPE. Large‐scale direct shear interface test results are presented that indicate that this is not always the case and that the shear strength of finer‐grained materials may be better mobilized by the currently available roughened HDPE than by coarser‐grained materials. Based upon a limited number of tests, there appears to be a direct relation between soil composition, depth of texturing, and the amount of shear strength mobilized during shearing. This study indicates that the ratio of D80 of the granular material to the height of texturing (h
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      Interface Shear‐Strength Properties of Roughened HDPE

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    contributor authorMarc E. Orman
    date accessioned2017-05-08T20:37:12Z
    date available2017-05-08T20:37:12Z
    date copyrightApril 1994
    date issued1994
    identifier other%28asce%290733-9410%281994%29120%3A4%28758%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21414
    description abstractIt is generally perceived that roughened high‐density polyethylene (HDPE) has superior interface frictional properties, when in contact with any type of granular material, compared to smooth HDPE. Large‐scale direct shear interface test results are presented that indicate that this is not always the case and that the shear strength of finer‐grained materials may be better mobilized by the currently available roughened HDPE than by coarser‐grained materials. Based upon a limited number of tests, there appears to be a direct relation between soil composition, depth of texturing, and the amount of shear strength mobilized during shearing. This study indicates that the ratio of D80 of the granular material to the height of texturing (h
    publisherAmerican Society of Civil Engineers
    titleInterface Shear‐Strength Properties of Roughened HDPE
    typeJournal Paper
    journal volume120
    journal issue4
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1994)120:4(758)
    treeJournal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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