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

Figure 5

Fitting curves of specimen 1 (𝜎₃ = 100 kPa).

(a) 𝑞=30 kPa

(b) 𝑞=60 kPa

(c) 𝑞=90 kPa

(d) 𝑞=120 kPa

(e) 𝑞=150 kPa

(f) 𝑞=180 kPa

(g) 𝑞=210 kPa