A Study on the Stability of Underground Structure considering the Orientation and the Stiffness of Discontinuity

불연속면의 경사와 강성을 고려한 지하구조물 안정성에 관한 연구

  • Published : 1997.03.01

Abstract

Underground structures show different behaviors depending upon the space and the mechanical characteristics of discontinuities, such as joints, beddings, faults and shear zone. Desingning the rock structeres without considering the significance of these discontinuities can lead to false conclusions. This paper includes study on the following topics; the numerical analysis of continuous rock and discontinuous rock around a tunnel, the influences on shotcrete moment and rock-bolt axial force of tunnel due to different joint orientation and stiffness.

Keywords

References

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