Influence of Soil Stiffness and of End Support Conditions of a Pile in its Buckling Force

Authors

  • Vlora Shatri Department of Materials and Construction, Faculty of Civil Engineering & Architecture, University of Prishtina, Kosovo Author
  • Burbuqe Shatri Department of Materials and Construction, Faculty of Civil Engineering & Architecture, University of Prishtina, Kosovo Author
  • Bajram Shefkiu Department of Materials and Construction, Faculty of Civil Engineering & Architecture, University of Prishtina, Kosovo Author
  • Luljeta Bozo Department of Urban Planning and Environment Management, University of Polis, Tirana, Albania Author

Keywords:

Pile, buckling force, buckling length, modulus of soil reaction.

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.

References

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Published

2014-02-28

Issue

Vol. 4 No. 1 (2014)

Section

Articles

How to Cite

Influence of Soil Stiffness and of End Support Conditions of a Pile in its Buckling Force. (2014). International Journal of Current Engineering and Technology, 4(1), 195-200. https://ijcet.evegenis.org/index.php/ijcet/article/view/472