Research Article
[Retracted] Research on Nanoeffect of Penetration and Consolidation under Nonlinear Characteristics of Saturated Soft Clay
Figure 5
The influence of k0 on large deformation consolidation when k = k (e) (e = 1.54). (a) k0 = 3.6 ∗ 10−7 cm/s. (b) k0 = 3.6 ∗ 10−6 cm/s.
| (a) |
| (b) |