Research Article
Analysis of Seismic Soil-Structure Interaction for a Nuclear Power Plant (HTR-10)
Table 4
Soil parameters and element size of each layer for HTR-10.
| | Layer | Depth
(m) | Shear wave velocity (m/s) | Shear wave length (m) | Damping ratio | Vertical element size (m) |
| | 1 | 0–6 | 310.9 | 12.4 | 4.6% | 1.5 | | 2 | 6–12 | 412.7 | 16.5 | 5.8% | 2.0 | | 3 | 12–15 | 680.9 | 27.2 | 4.6% | 3.0 | | 4 | 15–25 | 834.8 | 33.4 | 3.6% | 5.0 | | 5 | 25–34 | 782.4 | 31.3 | 7.8% | 4.5 | | 6 | 34–37.8 | 434.3 | 17.4 | 12.8% | 1.9 | | 7 | 37.8–41.9 | 374.6 | 15.0 | 15.0% | 2.1 | | 8 | 41.9–44 | 362.1 | 14.5 | 15.4% | 1.1 | | 9 | 44–52.1 | 722.7 | 28.9 | 4.2% | 4.1 | | Bedrock | >52.1 | >2400 | | | |
|
|
