Research Article
Reliability Analysis of High Rockfill Dam Stability
Table 1
Comparison of stability analyses of the three examples.
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Results computed by 3DSTAB |
Results in the literature | | | | | | |
| | Multilayered soil slope | 1.525 | 5.121 | 1.500 | 4.963 | | Shuangjiangkou core-wall rockfill dam | 1.813 | 5.353 | — | 5.573 | | Nuozhadu core-wall rockfill dam | 1.949 | 4.185 | 1.888 | — |
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