Research Article
Critical Dynamic Stress and Accumulative Deformation Evolution of Embankment Silty Clay Subjected to Cyclic Freeze-Thaw
Figure 3
Effect of dynamic stress amplitude on the accumulative plastic strain after different number of freeze-thaw cycles (Ncyc). (a) Ncyc = 0. (b) Ncyc = 1. (c) Ncyc = 2. (d) Ncyc = 4. (e) Ncyc = 6.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |