Table 2 Dynamic triaxial test scheme.
From: Influence of root distribution patterns on soil dynamic characteristics
Soil sample | Dynamic stress amplitude (kPa) | Root content (g) | Number of vibrations |
|---|---|---|---|
Plain soil | 15 | 0 | 197 |
20 | 0 | 84 | |
25 | 0 | 19 | |
Mixed reinforced soil | 15 | 1.5 | 816 |
20 | 1.5 | 131 | |
25 | 1.5 | 25 | |
Crossed reinforced soil | 15 | 1.5 | 1569 |
20 | 1.5 | 215 | |
25 | 1.5 | 36 |
