A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author) / Gill, H.L. (author)
1963
32 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Soil Behavior around Laterally Loaded Piles
| NTIS | 1968
Soil Modulus for Laterally Loaded Piles
| ASCE | 2021
Soil modulus for laterally loaded piles
| Engineering Index Backfile | 1956
Soil resistances for laterally loaded rigid piles in multi-layered elastic soil
| Taylor & Francis Verlag | 2020
Laterally loaded rigid piles in cohesionless soil
| British Library Online Contents | 2008