Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2010.09b
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- Pages.96-103
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- 2010
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)
- 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.