Study of Effect of tunnelling on pile group - Numerical Analysis

터널 굴착이 무리말뚝거동에 미치는 영향에 대한 수치해석연구

  • Woo, Seung-Je (Dept. of Mega Buildings and Bridges, Sungkyunkwan University) ;
  • Choi, Go-Ny (Dept. of Mega Buildings and Bridges, Sungkyunkwan University) ;
  • Yoo, Chung-Sik (Dept. of Civil and Environmental Engineering, Sungkyunkwan University)
  • 우승제 (성균관대학교 초고층장대교량학과) ;
  • 최고니 (성균관대학교 초고층장대교량학과) ;
  • 유충식 (성균관대학교 건설환경시스템공학과)
  • Published : 2010.09.09

Abstract

This paper presents of effect of tunneling on pile group of being operated bridge using Three-dimensional numerical modeling to study the effect of coordination of tunneling location under discontinuous group pile. In order to find idealistic tunneling location that causes settlement, change of stress on the piles and movement of soil at a minimum, a fully coupled 3D finite element model is adopted. The study contains pile settlement, axial force on each piles in the group, axial displacement of piles and soil behaviour caused by tunneling. Based on the result some insights into the pile behavior due to tunneling obtained from numerical analysis were mentioned and discussed.

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