한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 1991년도 추계학술발표회 논문집 지반공학에서의 컴퓨터 활용 COMPUTER UTILIZATION IN GEOTECHNICAL ENGINEERING
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- Pages.34-46
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- 1991
특정 사례사면 해석 결과 및 평가
- Kim, Myeong-Mo (Seoul National University) ;
- Lee, Yeong-Saeng ;
- Kim, Un-Yeong
- 발행 : 1991.10.01
초록
The slope stabi1ity analyses for Carsington dam were performed by using the computer program STABL and PC-SLOPE. The slip surface predicted by STABL can differ from the true slip surface. This is due to the characteristics of searching technique of the program STABL. Hence various possible potential slip surfaces must be examined using the program STABL. Various methods of analysis are employed in the program PC-SLOPE. A resonable factor of safety can be obtained by comparing the various values, and the potential slip surface can be predicted well relatively. The shear strength parameters of ctitical or residual state must be investigated as well as the peak strength for the case of the Carsington dam, where the deformation took place over long periods.
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