Structural Engineering and Mechanics

  • 제26권5호
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  • Pages.545-556
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  • 2007
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Inelastic transient analysis of piles in nonhomogeneous soil

  • Kucukarslan, S. (Department of Engineering Sciences, Istanbul Technical University) ;
  • Banerjee, P.K. (Department of Civil Engineering, State University of New York at Buffalo)
  • 투고 : 2006.05.15
  • 심사 : 2007.02.09
  • 발행 : 2007.07.30
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, a hybrid boundary element technique is implemented to analyze nonlinear transient pile soil interaction in Gibson type nonhomeogenous soil. Inelastic modeling of soil media is presented by introducing a rational approximation to the continuum with nonlinear interface springs along the piles. Modified $\ddot{O}$zdemir's nonlinear model is implemented and systems of equations are coupled at interfaces for piles and pile groups. Linear beam column finite elements are used to model the piles and the resulting governing equations are solved using an implicit integration scheme. By enforcing displacement equilibrium conditions at each time step, a system of equations is generated which yields the solution. A numerical example is performed to investigate the effects of nonlinearity on the pile soil interaction.

키워드

참고문헌

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피인용 문헌

  1. Stability of Tunnel Roof in Nonhomogeneous Soils vol.18, pp.3, 2018, https://doi.org/10.1061/(ASCE)GM.1943-5622.0001104