A Study on Application Range of Continuum Model to Discontinuous Rock mass with Numerical Analysis

불연속지반의 연속체 모델 적용범위에 대한 수치해석적 연구

  • 이경우 (인하대학교 지구환경공학부) ;
  • 노상림 (인하대학교 지구환경공학부) ;
  • 윤지선 (인하대학교 지구환경공학부)
  • Published : 2002.03.01

Abstract

In this study, multivariate analysis based on domestic data(958 EA) of road tunnel, and suggest the easy prediction equation of Q-system. We generate applicable Q-value to numerical analysis method with using the equation and investigate the behavior as variable Q-value of rock mass induced excavation with discontinuum numerical analysis method, UDEC. In the result of the experiment, we research the application range of Q-value to apply the continuum model to discontinuous rock mass is below 0.7 and we testify the applicability of continuum model as researched Q-value with continuum numerical analysis method, FLAC.

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