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    Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope

    New search for: Shin, Eun Chul
    New search for: Das, Braja M.

    Laboratory model results for the ultimate bearing capacity of a surface strip foundation on a saturated slope reinforced with geogrid layers are presented. The angle of the slope with the horizontal was varied from 35° to 50°.

    A biaxial geogrid was used as reinforcement for all of the model tests. The location of the top geogrid layer with respect to the bottom of the foundation, center-to-center spacing of the geogrid layer, and depth of geogrid reinforcement were varied. Based on the model test results a preliminary outline for estimating the ultimate bearing capacity is presented.

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    Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope

    New search for: Shin, Eun Chul
    New search for: Das, Braja M.

    Laboratory model results for the ultimate bearing capacity of a surface strip foundation on a saturated slope reinforced with geogrid layers are presented. The angle of the slope with the horizontal was varied from 35° to 50°.

    A biaxial geogrid was used as reinforcement for all of the model tests. The location of the top geogrid layer with respect to the bottom of the foundation, center-to-center spacing of the geogrid layer, and depth of geogrid reinforcement were varied. Based on the model test results a preliminary outline for estimating the ultimate bearing capacity is presented.

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    Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope

    New search for: Shin, Eun Chul
    New search for: Das, Braja M.

    Laboratory model results for the ultimate bearing capacity of a surface strip foundation on a saturated slope reinforced with geogrid layers are presented. The angle of the slope with the horizontal was varied from 35° to 50°.

    A biaxial geogrid was used as reinforcement for all of the model tests. The location of the top geogrid layer with respect to the bottom of the foundation, center-to-center spacing of the geogrid layer, and depth of geogrid reinforcement were varied. Based on the model test results a preliminary outline for estimating the ultimate bearing capacity is presented.

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    Title:

    Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope

    Additional title:

    KSCE J Civ Eng

    Contributors:

    Shin, Eun Chul (author) / Das, Braja M. (author)

    Published in:

    KSCE Journal of Civil Engineering ; 2 ; 481-488

    Publication date:

    1998-12-01

    Size:

    8 pages

    ISSN:

    1976-3808 , 1226-7988

    DOI:

    https://doi.org/10.1007/BF02830129

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    bearing capacity , geogrid reinforcement , clay slope , strip foundation Engineering , Civil Engineering , Industrial Pollution Prevention , Geotechnical Engineering & Applied Earth Sciences

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