Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2000.11a
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- Pages.485-492
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- 2000
A Parametric Study on the Interaction between Ground Movements and Adjacent Structures in Urban Tunnelling
도심지 터널굴착에 따른 인접 구조물과 지반거동의 상호영향에 대한 매개변수 연구
Abstract
Current design practice for the prediction of tunnelling-induced ground movements depends on empirical methods, which are based on many assumptions and simplification of the modeling. Some discrepancies between the predictions and the measurements of ground movements regarding adjacent structures are inevitable. In order to investigate tunnel-induced ground movements affect on the settlement of existing structures as well as existing structures affect tunnel-induced ground movement, 2-D elasto-plastic finite element analysis are performed. The following influencing factors such as load of the structures, the width of structures, its bending and axial stiffness, its position relative to the tunnel are considered in the numerical analysis.
Keywords
- adjacent structures;
- urban tunnelling;
- design practice;
- 2-D elasto-plastic finite element analysis;
- volume loss;
- equivalent stiffness