Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)

Korean Geotechnical Society (한국지반공학회)
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A Study on Slope Stability of Corestone

핵석지반의 사면안정성 연구

  • 이수곤 (서울시립대학교 토목공학과) ;
  • 금동헌 (서울시립대학교 토목공학과)
  • Published : 2000.11.01
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Abstract

When cut slope is excavated, corestone in cut slope exists 20∼30%. In case of soil and soft rock mixing, people lay out gradient of 1 : 0.5, because of soft rock slope. In a case, slope that exists corestone between soil happens to large landslide. So, As a study performs geological survey, Analysis of slope stability reinforcement measures, etc, A study presents example meaures and analysis on slope stability of corestone.

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