Soil-Structure Interface Effects on Barrette Pile Behaviors

지반-구조물간 경계면 효과를 고려한 BARRETTE 말뚝의 거동

  • 이상래 (단국대학교 토목환경공학과) ;
  • 박성완 (단국대학교 토목환경공학과) ;
  • 임대성 (삼보E&C(주) 기술연구소)
  • Published : 2009.03.27

Abstract

Recently, the use of barrette pile is remarkably increased specially for high-rise building and bridge foundations. However, on the contrary, very few studies have been made for analyzing barrette pile behavior considering interface behavior between pile and soils around. Therefore, in this paper, these effects are evaluated by using the 3-dimensional non-linear finite element method with the results of full-scale pile load test from the fields. In addition to that, the selection of proper stiffness modulus on the pile interface is discussed.

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