Research Article
Experimental Study on the Deformation and Strength Characteristics of Saturated Clay under Cyclic Loading
Figure 8
Relationship curves between εd and N under different consolidation ratios. (a) σc = 50 kPa, r = 0.165. (b) σc = 50 kPa, r = 0.25. (c) σc = 100 kPa, r = 0.165. (d) σc = 100 kPa, r = 0.25.
| (a) |
| (b) |
| (c) |
| (d) |