Research Article
Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container Cranes
Table 3
Site classification of KBC 2016.
| | Soil types | Soil profile name | Average properties on the upper 30 m of the site profile | | Shear wave velocity, (m/s) | Standard penetration resistance, (blows/30 cm) | Soil undrained shear strength, (×10−3 MPa) |
| | Hard rock | >1500 | — | — | | Rock | 760 to 1500 | — | — | | Very dense soil and soft rock | 360 to 760 | >50 | >100 | | Stiff soil | 180 to 360 | 15 to 50 | 50 to 100 | | Soft soil | <180 | <15 | <50 |
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