Table 3.
Mix proportion and compaction test results.
Sample | Mass Fraction of Different Materials/% | Compaction Test Results | |||
---|---|---|---|---|---|
Cement | Clay | CFBS | Maximum Dry Density/g·cm−3 | Optimum Moisture Content/% | |
CS0 | 6 | 100 | 0 | 1.895 | 12.7 |
CS6 | 6 | 40 | 60 | 1.760 | 13.2 |
CS7 | 6 | 30 | 70 | 1.754 | 14.5 |
CS8 | 6 | 20 | 80 | 1.740 | 15.9 |
CS10 | 6 | 0 | 100 | 1.600 | 18.6 |