Research Article
Parameter Sensitivity and Inversion Analysis for a Concrete Face Rockfill Dam Based on CS-BPNN
Table 5
Maximum tensile and compressive stress of face slabs.
| Stress | Maximum tensile state | Maximum compressive state | Value (MPa) | Location | Value (MPa) | Location |
| S1 | 5.08 | Bottom of slab #26 | 12.98 | Bottom of slab #16 | S2 | 3.11 | Bottom of slab #16 | 10.72 | Bottom of slab #16 | S3 | 4.14 | Bottom of slab #26 | 10.91 | Bottom of slab #14 | Maximum principal stress | 6.07 | Bottom of slab #15 | 4.99 | Bottom of slab #16 | Minimum principal stress | 2.62 | Bottom of slab #26 | 19.23 | Bottom of slab #16 |
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