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Laterally loaded piles in layered soil system
Effect of 2-layer soil system on behavior of laterally loaded pile is investigated analytically in nondimensional terms; moment and shear loads are applied at ground surface; surface layer is described by subgrade modulus; finite pile length of 4 R was studied, in which depth of surface layer was made function of R; it is shown that seasonal variations in stiffness of surface layer can exert controlling influence on pile behavior under lateral loads.
Laterally loaded piles in layered soil system
Effect of 2-layer soil system on behavior of laterally loaded pile is investigated analytically in nondimensional terms; moment and shear loads are applied at ground surface; surface layer is described by subgrade modulus; finite pile length of 4 R was studied, in which depth of surface layer was made function of R; it is shown that seasonal variations in stiffness of surface layer can exert controlling influence on pile behavior under lateral loads.
Laterally loaded piles in layered soil system
ASCE -- Proc (J Soil Mechanics Foundations Div)
Davisson, M.T. (Autor:in) / Gill, H.L. (Autor:in)
1963
32 pages
Aufsatz (Zeitschrift)
Englisch
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