Research Article
[Retracted] Research on Nanoeffect of Penetration and Consolidation under Nonlinear Characteristics of Saturated Soft Clay
Figure 6
Calculation results of large deformation consolidation (k = k0, e = e0). (a) k0 = 3.6 ∗ 10−7 cm/s. (b) k0 = 3.6 ∗ 10−6 cm/s.
| (a) |
| (b) |