Research Article
Fractal Pattern of Particle Crushing of Granular Geomaterials during One-Dimensional Compression
Table 2
Statistical parameters of the values of εV/Be1 and εV/Be for all types of specimens when σV ≥ σVc.
| | Vertical stress, σV (MPa) | εV/Be1 | εV/Be | | QS1 (σVc ≈ 9.9 MPa) | QS2 (σVc ≈ 20.3 MPa) | QS3 (σVc ≈ 54.9 MPa) | QS1 (σVc ≈ 9.9 MPa) | QS2 (σVc ≈ 20.3 MPa) | QS3 (σVc ≈ 54.9 MPa) |
| | 12.8 | 0.50349 | — | — | 0.6019 | — | — | | 25.6 | 0.41932 | 0.30881 | — | 0.49532 | 0.40419 | — | | 51.2 | 0.42075 | 0.33716 | 0.38471 | 0.4859 | 0.42325 | 0.46193 | | 102.4 | 0.42174 | 0.35402 | 0.3502 | 0.47581 | 0.42814 | 0.41262 | | 204.8 | 0.4594 | 0.37241 | 0.35382 | 0.5031 | 0.43703 | 0.39979 | | Mean value | — | 0.39049 | — | — | 0.46075 | — | | Square deviation | — | 0.00287 | — | — | 0.00300 | — |
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