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.


    Zugriff

    Zugriff prüfen

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

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


    Weitere Titelangaben:

    KSCE J Civ Eng


    Beteiligte:
    Shin, Eun Chul (Autor:in) / Das, Braja M. (Autor:in)

    Erschienen in:

    Erscheinungsdatum :

    1998-12-01


    Format / Umfang :

    8 pages




    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch





    Effect of Interference on Ultimate Bearing Capacity of Strip Footings Resting on Reinforced Clay Overlying Sand

    Jonnagiri, Chandra Sekhar / Kami, Venkata Balaiah / Behera, Rabi Narayan | TIBKAT | 2020


    Strip Footing on Reinforced Granular Bed Using Geogrid and Bearing Reinforcement

    Aditya, S. / Shivashankar, R. | Springer Verlag | 2022



    An Analytical Model of Horizontal-Vertical Geogrid Reinforced Foundation

    Hou, Juan / Chu, Chen-xi / Li, Jia-zheng et al. | Springer Verlag | 2024