평면파괴가 예상되는 사면의 보강대책에 관한 사례 연구

A Case Study on Reinforcement Method of Cut Slope Expected Plane Destruction

  • 이동엽 (국립창원대학교 토목공학과) ;
  • 박춘식 (국립창원대학교 토목공학과) ;
  • 김병걸 (국립창원대학교 토목공학과)
  • Lee, Dong-Yub (Dept. of Civil Engineering, Changwon National Univ.) ;
  • Park, Choon-Sik (Dept. of Civil Engineering, Changwon National Univ.) ;
  • Kim, Beoung-Girl (Dept. of Civil Engineering, Graduate School Changwon National Univ.)
  • 발행 : 2008.10.10

초록

From the result of precise field investigation and stability examination for the rock slope, following results were acquired. 1. The weathering rock itself, existing fault zone and underground water complexly effect cut slope so that plane destruction may appear by fault zone. 2. The reinforcement force was decided by the result of limit equilibrium. 3. For rock cut slope, the Rock Bolt was judged as the most proper method to the cut slope as comparing/analyzing Rock Anchor, Rock Bolt and method after relaxing the slope.

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