Research Article
Experimental Study on the Deformation and Strength Characteristics of Saturated Clay under Cyclic Loading
Figure 9
Relationship curves between εd and N under different vibration frequencies. (a) σc = 50 kPa. (b) σc = 100 kPa. (c) σc = 150 kPa.
| (a) |
| (b) |
| (c) |