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

<div>Time-history curves of the dynamic pore pressure ratio of typical points with different burial depths in soft soil ground: (a) <i>F</i><sub>1</sub>; (b) <i>F</i><sub>2</sub>.</div>

Advances in Civil Engineering

fig11

Figure 11

Figure 11: Effects of Burial Depth on the Seismic Response of Subway Station Structure Embedded in Saturated Soft Soil 