Study on The Estimation of Pipeline\ulcornerSoil Interaction Force during Transverse Permanent Ground Deformation

횡방향 영구지반변형 발생시 관$\cdot$지반 상호작용력의 산정에 관한 연구

  • 김태욱 (한국철도기술연구원 궤도?노반연구팀) ;
  • 임윤묵 (연세대학교 토목공학과) ;
  • 김문겸 (연세대학교 토목공학과) ;
  • 장성희 (삼보기술단 구조부)
  • Published : 2003.03.01

Abstract

In this study, the applicability of currently used pipeline.soil interaction force and previously proposed analytical relationship for the response analysis of buried pipeline subjected to transverse permanent ground deformation (PGD) due to liquefaction is evaluated. Based on meaningful contemplation, the improvement of interaction force and proposition of analytical relationship is made. Improved interaction force includes various patterns of PGD or spatial distributions of interaction force caused by the decrease of soil stiffness, and proposed relationship based on improved formula is applicable without regard to the width of PGD. Through the comparison of numerical results by use of commercial FEM program, the rational applicability of proposed relationship is objectively confirmed.

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