Experiment Study of Lateral Unloading Stress Path and Excess Pore Water Pressure on Creep Behavior of Soft Soil

Figure 2

The unloading strain-time curves of soft soil under different initial excess pore water pressures (consolidation confining pressure 100 kPa). (a) Excess pore water pressure u₀ = 0 kPa. (b) Excess pore water pressure u₀ = 20 kPa. (c) Excess pore water pressure u₀ = 40 kPa. (d) Excess pore water pressure u₀ = 60 kPa.

(a)

(b)

(c)

(d)