Research Article
Ultimate Strength of Fixed Offshore Platforms Subjected to Near-Fault Earthquake Ground Vibration
Table 2
Design soil parameters for dynamic analysis.
| Layer | Soil | Depth m | KN/m3 |
Shear strength KPa | | From | To | From | To |
| 1 | Sand | 0 | 2.1 | 6.5 | | | | 2 | Clay | 2.1 | 3.7 | 8 | 55 | 55 | 0.005 | 3 | Clay | 3.7 | 8 | 9 | 65 | 115 | 0.004 | 4 | Clay | 8 | 26.4 | 9 | 115 | 176 | 0.004 | 5 | Clay | 26.4 | 35 | 9 | 164 | 175 | 0.004 | 6 | Clay | 35 | 48.3 | 9.5 | 188 | 230 | 0.004 | 7 | Sand | 48.3 | 49.2 | 10 | | | | 8 | Clay | 49.2 | 61 | 9.5 | 234 | 288 | 0.004 | 9 | Clay | 61 | 63.1 | 9.5 | 288 | 288 | 0.004 | 10 | Clay | 63.1 | 85 | 9.5 | 288 | 320 | 0.004 | 11 | Clay | 85 | 93.6 | 9.5 | 330 | 460 | 0.004 | 12 | Clay | 93.6 | 100 | 9.8 | 460 | 460 | 0.004 | 13 | Clay | 100 | 110.5 | 9.3 | 460 | 530 | 0.004 |
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