An Elastic-Viscoplastic Model for Time-Dependent Behavior of Soft Clay and Its Application on Rheological Consolidation

Figure 6

Fitting curves of specimen 2 (𝜎₃ = 200 kPa).

(a) 𝑞=40 kPa

(b) 𝑞=80 kPa

(c) 𝑞=120 kPa

(d) 𝑞=160 kPa

(e) 𝑞=200 kPa

(f) 𝑞=240 kPa

(g) 𝑞=280 kPa