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    Service Load of Short Large‐Diameter Bored Piles 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author(s): J. Feda
    Publisher: American Society of Civil Engineers
    Abstract: Field loading tests of 10 short nondisplacement piles are analyzed using the writer's method of calculating the service load of long piles. The method is based on the analysis of over 200 field loading tests. A hyperbolic ...
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    Stress‐Path Dependent Shear Strength of Sand 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): J. Feda
    Publisher: American Society of Civil Engineers
    Abstract: Failure envelopes of sands are often considered to be nonlinear depending both on relative density and stress level. Triaxial tests that were performed on clean alluvial‐quartzitic Zbraslav sand were used for analyzing the ...
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    Physical Similitude and Structural Collapse in <i>K</i><sub>0</sub> Compression of Soils 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): J. Feda; J. Boháč; I. Herle
    Publisher: American Society of Civil Engineers
    Abstract: The uniaxial (
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