Research Article
Study on Cyclic Cumulative Deformation Characteristics and the Equivalent Cyclic Creep Model of Soft Clay
Figure 3
Strain-time relationships (σ3 = 100 kPa). (a) qs = 0.4qf, (b) qs = 0.5qf, (c) qs = 0.6qf, and (d) qs = 0.8qf.
| (a) |
| (b) |
| (c) |
| (d) |