Research Article
Effect of Different Types of Middle Columns on the Seismic Performance of Single-Story Subway Station Structure
Table 1
Physical parameters of soils.
| | The soil information | Depth (m) | Density () | Shear wave velocity () | Poisson’s ratio | Cohesive force (kPa) | Internal friction (°) |
| | Artificial filled soil | 0∼1.0 | 1900 | 140 | 0.33 | 20 | 15 | | Holocene sandy soil | 1.0∼5.1 | 1900 | 140 | 0.32 | 1 | 40 | | Holocene sandy soil | 5.1∼8.3 | 1900 | 170 | 0.32 | 1 | 40 | | Pleistocene clay | 8.3∼11.4 | 1900 | 190 | 0.4 | 30 | 20 | | Pleistocene clay | 11.4∼17.2 | 1900 | 240 | 0.3 | 30 | 20 | | Pleistocene sandy soil | 17.2∼39.2 | 2000 | 330 | 0.26 | 1 | 40 |
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