Tunnel and Underground Space (터널과지하공간)

Korean Society for Rock Mechanics and Rock Engineering (한국암반공학회)
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Tunnel Pressure acting on Shallow Tunnel in Unconsolidated Ground

미고결 저토피 터널에 작용하는 토압에 관한 연구

  • Lee, Jae-Ho (Dept. of Civil Engineering, Kyungbook National University) ;
  • Akutagawa, Shinish (Dept. of Architecture and Civil Engineering, Kobe University) ;
  • Kim, Young-Su (Dept. of Civil Engineering, Kyungbook National University) ;
  • Moon, Hong-Duk (Dept. of Civil Engineering, Jinju National University)
  • Published : 2007.12.31
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Abstract

Terzaghi's tunnel pressure theory is generally used to estimate primary design pressures on tunnel support for shield and urban NATM tunnels until now. A trial is made in this paper to investigate the interaction between the ground deformation behavior and Terzaghi's tunnel pressure, which assumes pound's limit (or critical) state, by considering results of 'Terzaghi's tunnel pressure theory. two-dimensional reduced-scale model tunnel tests and nonlinear numerical analysis based on strain softening modeling. A full understanding between tunnel pressure and ground deformation behavior under the tunnel excavation and an effective utilization of this interaction lead to an economical tunnel support design and a safe construction of tunnel.

Terzaghi터널토압 이론은 shield 및 도심 NATM터널의 설계토압으로 현재까지도 사용되고 있다. 본 논문에서 지반의 변형거동과 한계상태를 가정한 Terzaghi 토압과의 상호 관계에 관한 조사를 위해 Terzaghi 터널토압이론, 2차원 실내 터널 모형 실험과 변형률 연화모델을 기본으로한 비선형 수치해석을 실시하였다. 굴착에 따른 터널 토압와 지반 변형거동의 폭넓은 이해와 그들의 상호작용에 대한 효율적인 활용은 경제적인 터널 지보설계와 안정한 시공을 이끌 수 있다.

Keywords

References

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