Case of slope stability in weathered metamorphic rock

풍화된 변성암 사면의 안정대책 사례

  • 김재홍 (한국수자원공사 수자원연구원) ;
  • 박철숙 (한국수자원공사 수자원연구원) ;
  • 전제성 (한국수자원공사 수자원연구원) ;
  • 홍원표 (중앙대학교 건설환경공학과)
  • Published : 2008.03.28

Abstract

Execute surface of the earth geological survey for stability analysis of stealing cutting sides and investigated wide area nature of soil structure. Inflected DIPS that measure discontinuity's direction that develop to slope and is slope stability a wide use program for Stereographic Projection Method analysis that utilize geometrical correlation of stealing four sides and discontinuity surface. It is principle that angle of internal friction that is basis element of stability estimation applies direct shear test result on joint side, Examination is impossible by case execution, suppose by 30 angles that apply more conservatively in base rock slope sides usually and achieved analysis. When analyze, consider discontinuity's various adult that develop in research slope, after conduct first each discontinuity different assay falling into fault, joint, executed stability estimation which synthesize whole discontinuity data. When ailment element is recognized as analysis result, wished to present stability countermeasure way of most suitable to take into account of execution, stability, economic performance.

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