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

Figure 10

Contours of peak response of the dynamic pore pressure ratio of soft soil ground with different burial depths: (a) 2 m; (b) 5 m; (c) 8 m; (d) 11 m.

(a)

(b)

(c)

(d)