Seismic analysis of laterally loaded pile under influence of vertical loading using finite element method

An efficient analytical approach using the finite element (FE) method, is proposed to calculate the bending moment and deflection response of a single pile under the combined influence of lateral and axial compressive loading during an earthquake, in both saturated and dry homogenous soil, and in a...

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Veröffentlicht in:	Computers and geotechnics 2015-06, Vol.67, p.172-186
Hauptverfasser:	Chatterjee, Kaustav, Choudhury, Deepankar, Poulos, Harry G.
Format:	Artikel
Sprache:	eng
Schlagworte:	Displacement Drying Earthquake motions Finite element method Ground response analysis Liquefaction Mathematical analysis Maximum horizontal acceleration Pile Piles Pseudo-static Sand Seismic analysis Seismic response Soil (material)
Online-Zugang:	Volltext
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