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    Bearing Capacity Tests on Reinforced Sand Subgrades

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 007
    Author:
    B. P. Verma
    ,
    A. N. R. Char
    DOI: 10.1061/(ASCE)0733-9410(1986)112:7(701)
    Publisher: American Society of Civil Engineers
    Abstract: Bearing capacity tests on model footings on sand subgrades reinforced with galvanized rods placed vertically in the subgrade have shown beneficial effects of the reinforcements. The improvement compares favorably with the results obtained by investigations using horizontal forms of reinforcements. The improvement is a function of the spacing, diameter, roughness, and extent of the reinforcing elements.
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      Bearing Capacity Tests on Reinforced Sand Subgrades

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/19916
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    contributor authorB. P. Verma
    contributor authorA. N. R. Char
    date accessioned2017-05-08T20:34:18Z
    date available2017-05-08T20:34:18Z
    date copyrightJuly 1986
    date issued1986
    identifier other%28asce%290733-9410%281986%29112%3A7%28701%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19916
    description abstractBearing capacity tests on model footings on sand subgrades reinforced with galvanized rods placed vertically in the subgrade have shown beneficial effects of the reinforcements. The improvement compares favorably with the results obtained by investigations using horizontal forms of reinforcements. The improvement is a function of the spacing, diameter, roughness, and extent of the reinforcing elements.
    publisherAmerican Society of Civil Engineers
    titleBearing Capacity Tests on Reinforced Sand Subgrades
    typeJournal Paper
    journal volume112
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1986)112:7(701)
    treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 007
    contenttypeFulltext
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