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    New Soil Nail Material—Pilot Study of Grouted GFRP Pipe Nails in Korea and Hong Kong

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 003
    Author:
    Y. M. Cheng
    ,
    Yong-ki Choi
    ,
    Albert T. Yeung
    ,
    L. G. Tham
    ,
    Alfred S. Au
    ,
    W. B. Wei
    ,
    J. Chen
    DOI: 10.1061/(ASCE)0899-1561(2009)21:3(93)
    Publisher: American Society of Civil Engineers
    Abstract: The current method of steel bar soil nail construction is both labor intensive as well as expensive and many engineers are considering the use of new soil nail materials. In the present pilot test, an innovative soil nail is constructed by light weight high strength glass fiber-reinforced plastic (GFRP) pipe with the Tube a’ Manchette grouting technique. It is found that this new soil nail system can be handled easily on sites with difficult access. Extensive laboratory as well as field tests were carried out on the GFRP pipe nails and the grouted soil mass and numerical modeling of a field test was performed. The installation of the GFRP pipe, laboratory, and field test results that were carried out in Hong Kong and Korea are discussed in this paper.
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      New Soil Nail Material—Pilot Study of Grouted GFRP Pipe Nails in Korea and Hong Kong

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/46522
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    • Journal of Materials in Civil Engineering

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    contributor authorY. M. Cheng
    contributor authorYong-ki Choi
    contributor authorAlbert T. Yeung
    contributor authorL. G. Tham
    contributor authorAlfred S. Au
    contributor authorW. B. Wei
    contributor authorJ. Chen
    date accessioned2017-05-08T21:18:37Z
    date available2017-05-08T21:18:37Z
    date copyrightMarch 2009
    date issued2009
    identifier other%28asce%290899-1561%282009%2921%3A3%2893%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46522
    description abstractThe current method of steel bar soil nail construction is both labor intensive as well as expensive and many engineers are considering the use of new soil nail materials. In the present pilot test, an innovative soil nail is constructed by light weight high strength glass fiber-reinforced plastic (GFRP) pipe with the Tube a’ Manchette grouting technique. It is found that this new soil nail system can be handled easily on sites with difficult access. Extensive laboratory as well as field tests were carried out on the GFRP pipe nails and the grouted soil mass and numerical modeling of a field test was performed. The installation of the GFRP pipe, laboratory, and field test results that were carried out in Hong Kong and Korea are discussed in this paper.
    publisherAmerican Society of Civil Engineers
    titleNew Soil Nail Material—Pilot Study of Grouted GFRP Pipe Nails in Korea and Hong Kong
    typeJournal Paper
    journal volume21
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2009)21:3(93)
    treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 003
    contenttypeFulltext
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