Research Article
A Simplified Procedure for Base Sliding Evaluation of Concrete Gravity Dams under Seismic Action
Table 2
Dams cases of study: construction year and section geometry, see Figure
2.
| | Dam tag | (m) | | (m) | | (m) | (m) | (m) | | | |
| | 1 | 42.1 | 4 | 0.74 | 0 | 37.5 | 3.25 | 2.75 | 3.25 | 2.5 | 0.89 | | 2 | 68 | 0 | 0.73 | 0.2 | 66 | 6 | 9.1 | 6 | 3.6 | 0.97 | | 3 | 86.8 | 5 | 0.7 | 0 | 83.8 | 15 | 2.8 | 3.5 | 15 | 0.97 | | 4 | 95.5 | 0 | 0.8 | 0 | 92.5 | 4.5 | 4.25 | 11.5 | 9 | 0.97 |
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