Table 3 Test scheme.
From: One-dimensional compression behavior of calcareous sand cemented with EICP and coir fiber
Factors | Grouting cycles N | Fiber content w/% | Relative density/% |
|---|---|---|---|
Grouting cycles | 0 | 0, 0.4 | 30, 60, 90 |
3 | 0, 0.4 | 30, 60, 90 | |
6 | 0, 0.4 | 30, 60, 90 | |
9 | 0, 0.4 | 30, 60, 90 | |
Fiber content | 0, 9 | 0 | 30, 60, 90 |
0, 9 | 0.2 | 30, 60, 90 | |
0, 9 | 0.4 | 30, 60, 90 | |
0, 9 | 0.6 | 30, 60, 90 | |
0, 9 | 0.8 | 30, 60, 90 |
