Numerical Research of Lightweight Foam Concrete Replacement Method of Deep Soft Foundation Treatment of Low-Filled Embankment

Figure 14

Excess pore water pressure-time curve in soft soil under embankment center with the replacement thicknesses of (a) 1.5 m, (b) 2.0 m, (c) 2.5 m, and (d) 3.0 m.

(a)

(b)

(c)

(d)