Research Article
Effects of Burial Depth on the Seismic Response of Subway Station Structure Embedded in Saturated Soft Soil
Table 4
The maximum bending moments at typical sections of the structure with different burial depths (unit: kN·m).
| | Burial depth (m) | P11 | P12 | P13 | P14 | P6 | P8 | P10 |
| | 2 m | 608 | 2710 | 2709 | 631 | 608 | 143 | 631 | | 5 m | 1839 | 3739 | 3737 | 2034 | 1839 | 248 | 2034 | | 8 m | 3138 | 4935 | 4836 | 3441 | 3137 | 367 | 3441 | | 11 m | 4286 (↑605%) | 6019 (↑122%) | 5852 (↑116%) | 4590 (↑627%) | 4284 (↑605%) | 472 (↑230%) | 4589 (↑627%) |
| | Burial depth (m) | P1 | P2 | P3 | P4 | P5 | P7 | P9 | | 2 m | 3228 | 443 | 445 | 3169 | 3225 | 156 | 3165 | | 5 m | 4232 | 1493 | 1496 | 4118 | 4230 | 256 | 4106 | | 8 m | 5066 | 2608 | 2645 | 4913 | 4993 | 385 | 4895 | | 11 m | 5741 (↑78%) | 3754 (↑747%) | 3823 (↑759%) | 5747 (↑81%) | 5699 (↑77%) | 482 (↑209%) | 5701 (↑80%) |
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