Research Article
Study on the Mechanical Properties and Design Parameters of Floor Slabs Waste Subgrade Filler
Table 7
Test results of compactness of FSW.
| Number of layers | The number of compaction times | Stake | Loose laying depth (cm) | Wet density (g·cm−3) | Dry density (g·cm−3) | Degree of compaction (%) |
| The first layer | 10 | K1 + 40 | 30 | 1.96 | 1.85 | 97.51 | K1 + 50 | 1.92 | 1.81 | 95.25 |
| The second layer | 10 | K1 + 40 | 30 | 1.95 | 1.84 | 96.59 | K1 + 50 | 1.93 | 1.82 | 95.62 |
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