Influence of Soil Stiffness and of End Support Conditions of a Pile in its Buckling Force
Pages : 195-200
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Abstract
The aim of this work is to analyze the effects of soil stiffness and of pile end conditions into the buckling force of the pile
fully embedded on ground and subject to only axial compression force. The pile buckling force is analyzed for the case
when the modulus of soil reaction is k=0, k=const and k=nh∙x. The software SAP 2000 is used for analysis.
Keywords: Pile, buckling force, buckling length, modulus of soil reaction.
Article published in International Journal of Current Engineering and Technology, Vol.4,No.1 (Feb- 2014)
MECHPGCON, MIT College of Engineering, Pune, India
AMET, MIT College of Engineering, Pune, India
International Conference on Advances in Mechanical Sciences 
International Symposium on Engineering and Technology
International Conference on Women in Science and Engineering
