A Study on the Seismic Response Characteristics of an Oblique Pile Group-Soil-Structure with Different Pile Caps

Figure 11

The time-history curves of the pore pressure ratio. (a) Pore pressure ratio at point a. (b) Pore pressure ratio at point b. (c) Pore pressure ratio at point c. (d) Pore pressure ratio at point d.

(a)

(b)

(c)

(d)