Table 3 Test sample characteristic particle size and grading evaluation indicators summary table.
From: Study on correlation between TBM tailings gradation and granitic gneiss surrounding rock stability
Type | Sample number | d10 | d30 | d50 | d60 | Cu | lg (Cu) | Cc |
|---|---|---|---|---|---|---|---|---|
Sparsely fissured rock | 1-1 | 0.34 | 2.56 | 7.20 | 10.58 | 29.95 | 1.49 | 2.98 |
1-2 | 0.36 | 2.21 | 8.11 | 12.26 | 30.83 | 1.53 | 1.80 | |
1-3 | 0.43 | 2.80 | 6.99 | 9.47 | 33.70 | 1.34 | 1.09 | |
Relatively developed fissures rock | 2-1 | 2.27 | 12.63 | 21.50 | 26.45 | 11.63 | 1.07 | 2.65 |
2-2 | 2.56 | 15.08 | 27.23 | 33.49 | 13.08 | 1.12 | 2.65 | |
2-3 | 3.76 | 18.01 | 29.76 | 36.60 | 9.74 | 0.99 | 2.36 | |
Broken rock | 3-1 | 0.06 | 0.18 | 4.62 | 6.21 | 103.63 | 2.02 | 0.09 |
3-2 | 0.05 | 0.11 | 1.50 | 3.87 | 84.28 | 1.93 | 0.07 | |
3-3 | 0.07 | 0.22 | 6.89 | 9.46 | 142.21 | 2.15 | 0.08 |