Comparative Study Between Finite Element Method and Limit Equilibrium Method on Slope Stability Analysis
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이동엽
(성균관대학교 공과대학 토목환경공학과)
유충식 (성균관대학교 공과대학 토목환경공학과) |
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Finite element slope stability analysis by shear strength reduction technique
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Theories plasticity and the failure of soil masses
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The orientation of shear bands in biaxial tests
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Slope stability analysis by finite elements
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ScienceOn |
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Stability charts for simple earth slopes
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Analysis of the Progression of Failure of Earth Slopes by Finite Elements
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7 |
절편법과 유한차분법에 의한 사면안정해석 비교연구
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과학기술학회마을 |
8 |
The strength and dilatancy of sands
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ScienceOn |
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Geotechnical Stability Analysis By Shear Strength Reduction
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사면안정해석의 수치모델링
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과학기술학회마을 |
11 |
State of Art : Limit Equilibrium and Finite Element Analysis of Slopes
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ScienceOn |
12 |
Limit load in translational failure mechanisms for associative and non-associative materials
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ScienceOn |
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14 |
사면안정해석방법에 관한 비교연구
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과학기술학회마을 |
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