한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2009년도 춘계 학술발표회
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- Pages.411-418
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- 2009
3차원 사면안정해석법의 유효성 평가
The Evaluation of 3-D Slope Stability Analysis
- 최영준 (오대개발주식회사 시스템기술부) ;
- 이수헌 ((주)베이시스소프트) ;
- 황승현 ((주)베이시스소프트) ;
- 안준상 ((주)베이시스소프트) ;
- 사토 유지 (오대개발주식회사 시스템기술부)
- Choi, Young-Jun (Godai Kaihatsu Co, Ltd.) ;
- Lee, Soo-Heon (BasisSoft, Inc.) ;
- Hwang, Seung-Hyun (BasisSoft, Inc.) ;
- An, Joon-Sang (BasisSoft, Inc.) ;
- Sato, Yuji (Godai Kaihatsu Co, Ltd.)
- 발행 : 2009.03.27
초록
So far the Limit Equilibrium Method has been widely used by way of 2-D slope stability analysis for the evaluation of land slides and slope failures. However recently the evaluation of 3-D slope stability analysis has been comparatively possible owing to the developments of obtaining the terrain data and geological data and of 3-D slope stability analysis softwares. In Japan the evaluation of the 3-D slope stability analysis has been necessary for the stability analysis of the tunnel mouth. In this study we inspected the economic effects introducing the 3-D slope stability analysis for larger scale landslides and slope failures. In case of 3-D slope stability analysis of landslides we acquired the results that we reduce the cost of the countermeasure work of pile work by 40% comparing the 2-D slope stability analysis. Moreover in case of the stability analysis of slope failures we figured out the results that we reduce the cost of the countermeasure work of anchor works by 20%. Furthermore we proved that 3-D slope stability analysis is effective for the stability analysis of tunnel mouths around the sides of landslides and large scale embankment which we could have not evaluated by conventional 2-D section stability analysis.