Research Article
Effects of Burial Depth on the Seismic Response of Subway Station Structure Embedded in Saturated Soft Soil
Table 2
The maximum axial forces at typical sections of the structure with different burial depths (unit: kN).
| | Burial depth (m) | P11 | P12 | P13 | P14 | P6 | P8 | P10 |
| | 2 m | 550 | 544 | 526 | 598 | 768 | 2201 | 783 | | 5 m | 1331 | 1342 | 1317 | 1382 | 1636 | 3778 | 1648 | | 8 m | 2028 | 2045 | 2009 | 2095 | 2454 | 5427 | 2484 | | 11 m | 2686 (↑388%) | 2661 (↑389%) | 2606 (↑395%) | 2761 (↑362%) | 3239 (↑322%) | 7080 (↑222%) | 3281 (↑319%) |
| | Burial depth (m) | P1 | P2 | P3 | P4 | P5 | P7 | P9 | | 2 m | 2335 | 2200 | 2196 | 2332 | 1512 | 2269 | 1499 | | 5 m | 2880 | 2709 | 2709 | 2869 | 2362 | 3848 | 2320 | | 8 m | 3348 | 3116 | 3144 | 3314 | 3216 | 5495 | 3114 | | 11 m | 3844 (↑65%) | 3568 (↑62%) | 3583 (↑63%) | 3843 (↑65%) | 4174 (↑176%) | 7150 (↑215%) | 3889 (↑159%) |
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