A Study on Structural Behavior of Underground Openings in Discontinuous Rock Masses

불연속면의 영향을 고려한 암반동굴의 구조거동연구

  • 김선훈 (정회원, 한국원자력연구소) ;
  • 최규섭 (정회원, 한국원자력연구소) ;
  • 이경진 (정회원, 한국원자력연구소) ;
  • 김진웅 (한국원자력연구소)
  • Published : 1991.04.01

Abstract

In order to predict properly the effects of ground motion associated wi th earthquakes on underground radioactive waste disposal facilities, understanding of the structural behavior of an underground opening in discontinuous rook masses subjected to dynamic loadings is essential. Therefore, this paper includes literature review on computational models for discontinuous rook masses and on mathematical models for the structural analysis of underground openings. Then, structural analyses of underground openings using the distinct element computer program written for the static and dynamic analysis of discontinuous rook masses have been performed.

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