Geotechnical Engineering (한국지반공학회지:지반)
- Volume 7 Issue 4
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- Pages.89-98
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- 1991
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- 1229-215X(pISSN)
A Study on the Three-Dimensional Stability Analysis of the Slope
사면의 3차원 안정해석에 관한 연구
- Kim, Yeong-Su (Dept.of Civil Engineering, Engineering College, Kyungpook National University) ;
- Baek, Yeong-Sik ;
- Seo, In-Seok
- Published : 1991.12.01
Abstract
This paper presents the three-dimensional stability analysis of the homogeneous, isotropic soil Slopes. Rotational slides are assumed with a cylindroid central part terminated with log-spiral curved ends. The ratio of threeiimensional minimum factor of safety to two 4imensional case is examined and factor of safety changes are showed for the ratio of cylinder length to slope height. On touch babes the following conclusions may be made 1. Factors of safety computed for 3-D geometry differ considerablely from ordir,arty 2-D factor of. safety. Sinoe Fn 1 Fa2 exceeds unity, threeiimensional effects tend to increase the factor of safety. 2. A,B LIU increase, the value of Fb3/ Fs2 decreases. 3. The ratio of Fr/Fs2 appears to be very sensitive to c and values.
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