Research Article
Physical and Compaction Properties of Granular Materials with Artificial Grading behind the Particle Size Distributions
Table 2
Computational results for the statistical constant of different dam granular materials (all of the field test samples).
| Statistical constant, | Granular material A | Granular material B | Granular material C |
| Grading analysis | Maximum | 2.495 | 2.519 | 2.573 | Minimum | 2.412 | 2.424 | 2.397 | Average | 2.459 | 2.475 | 2.499 | Standard deviation | 0.016 | 0.023 | 0.040 |
| Weibull distribution | Maximum | 2.482 | 2.535 | 2.606 | Minimum | 2.394 | 2.460 | 2.399 | Average | 2.453 | 2.504 | 2.515 | Standard deviation | 0.018 | 0.018 | 0.042 |
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