Buckling of tapered friction piles in inhomogeneous soil

Joon Kyu Lee, Sangseom Jeong, Youngho Kim

Research output: Contribution to journalArticlepeer-review

7 Citations (Scopus)

Abstract

In this paper, an analytical model is developed to estimate the buckling behavior of tapered friction piles fully embedded in inhomogeneous soil. The governing differential equation of the problem is derived with associated boundary conditions and is solved by using the Runge-Kutta method in combination with the Regula-Falsi method. Numerical examples for calculated buckling loads and buckled shapes are given to highlight the introduction of dimensionless variables related to the tapering and shaft friction of the pile, soil inhomogeneity and pile-soil stiffness as well as the degrees of freedom at the both ends of the pile.

Original languageEnglish
Pages (from-to)1-6
Number of pages6
JournalComputers and Geotechnics
Volume97
DOIs
Publication statusPublished - 2018 May

Bibliographical note

Funding Information:
The first author would like to acknowledge the support of the National Research Foundation of Korea (NRF) (Grant No. NRF-2017R1C1B5015371 ) for this research. The second author also thanks for the support of the National Research Foundation of Korea (NRF) (Grant No. 2011-0030040 ).

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology
  • Computer Science Applications

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