Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2005.03a
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- Pages.777-780
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- 2005
A case study additional slope failure caused by a bench failure
절토사면 소단부의 취약성으로 인한 붕괴 사례 연구
- Kim, Yong-Soo (Dept. of Technical Development, Korea Infrastructure Safety & Technology Corporation) ;
- Nah, Kwang-Hee (Dept. of Technical Development, Korea Infrastructure Safety & Technology Corporation) ;
- Shin, Chang-Gun (Dept. of Technical Development, Korea Infrastructure Safety & Technology Corporation) ;
- Shim, Jeong-Hoon (Dept. of Technical Development, Korea Infrastructure Safety & Technology Corporation)
- Published : 2005.03.25
Abstract
The bench of cut-slope is necessary to stabilizing. But it is possible to be a weak zone in slope. When a small scale failure is occurred in a bench, it influence a large scale failure of slope. So when it is found out any unstable factor, weathering of rock, a direction of joint in a bench, if the bench is reinforced suitably, the holly failure is prevented in cut-slope