Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2002.03a
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- Pages.197-204
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- 2002
A Study on Application Range of Continuum Model to Discontinuous Rock mass with Numerical Analysis
불연속지반의 연속체 모델 적용범위에 대한 수치해석적 연구
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.