Research Article
Experimental Study on the Deformation and Strength Characteristics of Saturated Clay under Cyclic Loading
Figure 7
Relationship curves between εd and N under different cyclic stress ratios: (a) σc = 50 kPa, (b) σc = 100 kPa, and (c) σc = 150 kPa.
| (a) |
| (b) |
| (c) |