Research Article
Research on Compressive Tests of Iron Tailing and Cement-Modified Earth Materials from Northwest China
Table 2
Test ratio design of modified soil materials.
| Test marshalling | Coding component | Experimental mix ingredients | X1 | X2 | X3 | Z1 | Z2 | Z3 |
| TS1 | 1 | 0 | 0 | 0.3 | 0.05 | 0.65 | TS2 | 0 | 1 | 0 | 0.1 | 0.25 | 0.65 | TS3 | 0 | 0 | 1 | 0.1 | 0.05 | 0.85 | TS4 | 1/2 | 1/2 | 0 | 0.2 | 0.15 | 0.65 | TS5 | 0 | 1/2 | 1/2 | 0.1 | 0.15 | 0.75 | TS6 | 1/2 | 0 | 1/2 | 0.2 | 0.05 | 0.75 | TS7 | 2/3 | 1/6 | 1/6 | 0.23 | 0.08 | 0.68 | TS8 | 1/6 | 2/3 | 1/6 | 0.13 | 0.18 | 0.68 | TS9 | 1/6 | 1/6 | 2/3 | 0.13 | 0.08 | 0.78 | TS10 | 1/3 | 1/3 | 1/3 | 0.17 | 0.12 | 0.72 |
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