Research Article
Numerical Experiments on Triaxial Compression Strength of Soil-Rock Mixture
Table 2
Gradation of soil-rock mixture with different stone contents.
| | Particle size (mm) | 15∼10 | 2∼1 | 1∼0.5 | 0.5∼0.25 | 0.25∼0.075 | <0.075 |
| | Gradation 1 (%) | 0 | 3.7 | 5.1 | 12.6 | 22 | 56.6 | | Gradation 2 (%) | 10 | 3.3 | 4.6 | 11.3 | 19.8 | 51 | | Gradation 3 (%) | 30 | 2.6 | 3.6 | 8.8 | 15.4 | 39.6 | | Gradation 4 (%) | 50 | 2.0 | 2.6 | 6.3 | 11 | 28.3 | | Gradation 5 (%) | 70 | 1.1 | 1.5 | 3.8 | 6.6 | 17.0 |
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