A Case Study on Joint System Simulation Results Application to Rock Slope Design

절리계 모사결과의 암반사면설계 적용 사례

  • 김동휘 (서영엔지니어링 지반터널설계실) ;
  • 정혁일 (바우컨설탄트 지반/터널부) ;
  • 김석기 (바우컨설탄트 지반/터널부)
  • Published : 2005.10.07

Abstract

It is very difficult to determine the failure block scale in great rock slopes. Especially, postulating entire slope domain as a failure block without attention to discontinuity trace lenth makes very confuse and difficult to design rock slopes. In this paper, we estimate realistic failure block scale using joint system simulation method and introduce the application procedures on rock slope analysis. Besides, presenting how joint characteristics measurement and statistical analysis results are applicated to slope stability analysis design flow.

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