Research Article
The Use of Shape Accel Array for Deformation Monitoring and Parameter Inversion of a 300 m Ultrahigh Rockfill Dam
Table 4
Parameter inversion result table.
| | | Whether SAA data is included (yes/no) | Inversion results | | Rockfill area I | Rockfill area II | Rockfill area III | Core wall |
| | Duncan–Chang E-B model | | Y | 1840.0 | 1695.8 | 1560.5 | 452.2 | | N | 1750.2 | 1653.4 | 1564.3 | 270.6 | | Y | 0.427 | 0.126 | 0.405 | 0.611 | | N | 0.427 | 0.129 | 0.404 | 0.206 | | Y | 429.5 | 557.2 | 574.0 | 700.6 | | N | 153.7 | 331.7 | 548.2 | 697.4 | | Y | 0.29 | 0.08 | 0.285 | 0.582 | | N | 0.298 | 0.225 | 0.277 | 0.514 |
| | Merchant model | | Y | 3.72 × 10−4 | 3.69 × 10−4 | 3.64 × 10−4 | 3.60 × 10−4 | | N | 3.65 × 10−4 | 3.77 × 10−4 | 3.61 × 10−4 | 5.1 × 10−4 | | Y | 9.83 × 10−3 | 9.77 × 10−3 | 9.71 × 10−3 | 9.72 × 10−3 | | N | 1.04 × 10−2 | 1.16 × 10−2 | 1.04 × 10−2 | 2.90 × 10−2 | | Y | 2.81 × 10−3 | 2.80 × 10−3 | 2.78 × 10−3 | 2.78 × 10−3 | | N | 2.98 × 10−3 | 3.32 × 10−3 | 2.97 × 10−3 | 8.31 × 10−3 | | Y | 1.50 × 10−2 | 1.49 × 10−2 | 1.48 × 10−2 | 1.48 × 10−2 | | N | 1.59 × 10−2 | 1.77 × 10−2 | 1.58 × 10−2 | 4.42 × 10−2 |
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