Table 1 Orthogonal design parameters for the laboratory unconfined compression tests
Static compaction force (kN) | Cement content (%) | ||
---|---|---|---|
5 | 10 | 20 | |
100 | 3 | 3 | 3 |
150 | 3 | 3 | 3 |
200 | 3 | 3 | 3 |
Static compaction force (kN) | Cement content (%) | ||
---|---|---|---|
5 | 10 | 20 | |
100 | 3 | 3 | 3 |
150 | 3 | 3 | 3 |
200 | 3 | 3 | 3 |