Research Article
Application of Probabilistic Method to Stability Analysis of Gravity Dam Foundation over Multiple Sliding Planes
Table 7
Calculated results under the conditions of different
by DPG method.
| Number | | Design points (sliding plane B2-B3) | | | | /MPa |
| 1 | 0.0 | 0.107 | 0.039 | 3.664 | 1.244 × 10−4 | 2 | −0.1 | 0.100 | 0.044 | 3.789 | 7.554 × 10−5 | 3 | −0.2 | 0.092 | 0.050 | 3.929 | 4.262 × 10−5 | 4 | −0.3 | 0.082 | 0.057 | 4.086 | 2.194 × 10−5 | 5 | −0.4 | 0.071 | 0.065 | 4.264 | 1.005 × 10−5 | 6 | −0.5 | 0.058 | 0.075 | 4.467 | 3.961 × 10−6 | 7 | −0.6 | 0.042 | 0.087 | 4.704 | 1.275 × 10−6 | 8 | −0.7 | 0.022 | 0.102 | 4.984 | 3.106 × 10−7 |
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Note: if is less than −0.8, will be less than 0, and the simulation will be not converged at design points.
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