Evaluation of Planar Failure Probability for Rock Slope Based on Random Properties of Discontinuities |
배규진
(한국건설기술연구원 토목연구부)
박혁진 (시설안전기술공단) |
1 |
Development of a Probabilistic Approach for Rock Wedge Failure
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DOI ScienceOn |
2 |
Effect of Variability of Joint Orientation and Sterength on Factor of Safety of Wedge Stability
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3 |
Probabilistic Slope Analysis-state of Play
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4 |
Rock Slope Stability and Analysis
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5 |
Sampling Bias of Discontinuity Orientation Measurements for Rock Slope Design in Linear Sampling Technique
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과학기술학회마을 |
6 |
Probabilistic Analysis of the Plane Shear Failure Mode
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7 |
Dispersion on a Sphere
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8 |
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9 |
Deterministic Versus Risk Analysis of Slope Stability
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