Effects of Burial Depth on the Seismic Response of Subway Station Structure Embedded in Saturated Soft Soil

Table 3

The maximum shear forces of typical sections of the structure with different burial depths (unit: kN).

Burial depth (m)	Position of P11	Position of P12	Position of P13	Position of P14	Position of P6	Position of P8	Position of P10
2 m	467	1043	1032	466	580	39	618
5 m	1135	1701	1681	1168	1239	69	1289
8 m	1837	2416	2341	1875	1882	102	1966
11 m	2459 (↑427%)	3131 (↑200%)	2994 (↑190%)	2488 (↑434%)	2501 (↑331%)	131 (↑236%)	2597 (↑320%)
Burial depth (m)	P1	P2	P3	P4	P5	P7	P9
2 m	1482	834	846	1474	1795	53	1780
5 m	2053	1502	1539	2043	2349	77	2270
8 m	2524	2219	2257	2569	2762	116	2740
11 m	3015 (↑103%)	2940 (↑253%)	2947 (↑248%)	3071 (↑108%)	3157 (↑76%)	144 (↑172%)	3200 (↑80%)