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    Bearing Capacity of Circular Foundation on a Sand Layer of Limited Thickness Under Eccentrically Inclined Loading

    New search for: Sethy, B. P.
    New search for: Patra, C.
    New search for: Das, B. M.
    New search for: Sobhan, K.

    Laboratory model test results for the ultimate load of a circular foundation resting on a sand layer of limited thickness underlain by a rigid rough base and subjected to eccentrically inclined loading are presented. The embedment ratio (to the diameter of the foundation) was varied from zero to one. The load eccentricity and inclination were varied from 0 to 0.150 and 0° to 20°, respectively. Based on the model tests results, a relationship for a reduction factor has been developed. The reduction factor can be used to estimate the ultimate load for a sand layer with limited thickness from the ultimate load for a sand layer extending to a great depth determined by using the existing conventional theories.

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    Bearing Capacity of Circular Foundation on a Sand Layer of Limited Thickness Under Eccentrically Inclined Loading

    New search for: Sethy, B. P.
    New search for: Patra, C.
    New search for: Das, B. M.
    New search for: Sobhan, K.

    Laboratory model test results for the ultimate load of a circular foundation resting on a sand layer of limited thickness underlain by a rigid rough base and subjected to eccentrically inclined loading are presented. The embedment ratio (to the diameter of the foundation) was varied from zero to one. The load eccentricity and inclination were varied from 0 to 0.150 and 0° to 20°, respectively. Based on the model tests results, a relationship for a reduction factor has been developed. The reduction factor can be used to estimate the ultimate load for a sand layer with limited thickness from the ultimate load for a sand layer extending to a great depth determined by using the existing conventional theories.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Bearing Capacity of Circular Foundation on a Sand Layer of Limited Thickness Under Eccentrically Inclined Loading

    New search for: Sethy, B. P.
    New search for: Patra, C.
    New search for: Das, B. M.
    New search for: Sobhan, K.

    Laboratory model test results for the ultimate load of a circular foundation resting on a sand layer of limited thickness underlain by a rigid rough base and subjected to eccentrically inclined loading are presented. The embedment ratio (to the diameter of the foundation) was varied from zero to one. The load eccentricity and inclination were varied from 0 to 0.150 and 0° to 20°, respectively. Based on the model tests results, a relationship for a reduction factor has been developed. The reduction factor can be used to estimate the ultimate load for a sand layer with limited thickness from the ultimate load for a sand layer extending to a great depth determined by using the existing conventional theories.

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    Title:

    Bearing Capacity of Circular Foundation on a Sand Layer of Limited Thickness Under Eccentrically Inclined Loading

    Additional title:

    Soil Mech Found Eng

    Contributors:

    Sethy, B. P. (author) / Patra, C. (author) / Das, B. M. (author) / Sobhan, K. (author)

    Published in:

    Soil Mechanics and Foundation Engineering ; 57 ; 452-457

    Publication date:

    2021-01-01

    Size:

    6 pages

    ISSN:

    1573-9279 , 0038-0741

    DOI:

    https://doi.org/10.1007/s11204-021-09692-5

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Engineering , Engineering, general , Civil Engineering , Geoengineering, Foundations, Hydraulics

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