Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/43567
Title: Studies on the P-delta effects of piles embedded in cohesionless soil
Authors: Law, CW
Cheng, YM 
Keywords: Finite difference method
Horizontal subgrade reaction theory
Lateral shear stiffness
P-δ effect
Soil-structure interaction
Winkler's spring
Issue Date: 2015
Publisher: Hong Kong Institution of Engineers
Source: HKIE transactions, 2015, v. 22, no. 3, p. 134-152 How to cite?
Journal: HKIE transactions 
Abstract: In this paper, an approach is formulated for analysing a pile embedded in soil in terms of the combined action of axial load and lateral shear with the inclusion of the "P-δ effect" by solving the fundamental differential equation governing the behaviour of an elastic strut supported by elastic springs by the finite difference method. As noted during the formulation of the approach, the lateral deflection and subsequently the internal force in the pile (the elastic strut) are controlled by the applied lateral shear at the pile head only under constant axial load. This phenomenon enables parametric studies to be conducted for piles so as to arrive at charts for quick determination of the lateral deflections and moments for pile heads and tips under different restraints. The approach is then used to analyse piled foundations against horizontal shears with the inclusion of the P-δ effect for piles being hinged and rigidly jointed on the underside of the pile caps with demonstration through the use of worked examples. As an alternative, another approach formulated by the finite element method is outlined and compared. Finally, the applications of the approaches for non-linear soil response, together with the tracing of load-displacement relation, are discussed.
URI: http://hdl.handle.net/10397/43567
ISSN: 1023-697X
EISSN: 2326-3733
DOI: 10.1080/1023697X.2015.1061705
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