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Please use this identifier to cite or link to this item:
http://hdl.handle.net/123456789/495
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| Title: | Interaction between Vertical and Lateral Loads on the Response of Piles in Soft Clays |
| Authors: | Karthigeyan, S
Ramakrishna, VVGST
Rajagopal, K |
| Keywords: | Lateral loads
Piles
Soft clay
Vertical loads |
| Issue Date: | 19-Oct-2011 |
| Abstract: | The paper presents the results of three-dime2nsional finite element analysis of a single pile installed in homogeneous soft clay under
individual lateral load and combined vertical and lateral loading. The interaction between vertical and lateral loads on piles has been
analyzed using the finite element program GEOFEM-3D. In this analysis, the pile is treated as linear elastic and the behaviour of soil
has been idealized using non-associated elastic perfectly plastic based Drucker-Prager constitutive model. The numerical results presented
in this paper highlight the effect of vertical load interaction on the lateral load deflection response of pile with reference to
some of the important parameters viz. method of loading, pile head fixity conditions and L/B ratio. |
| Description: | Published in proc. of 16th Inter. Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, Sep,2005. |
| URI: | http://hdl.handle.net/123456789/495 |
| Appears in Collections: | Published Articles
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