Research Article
Modeling of Minimum and Maximum Void Ratios of Granular Soils
Table 2
Filling coefficient (aij) and embedment coefficient (bij).
| | Soil ID | Division | di | aij | bij | p | s | | mm | j = 2 | j = 3 | j = 4 | j = 1 | j = 2 | j = 3 |
| | CB-Mix-No. 1 | i = 1 | 0.838 | 0.048 | — | — | — | — | — | 2.60 | 2.45 | | i = 2 | 0.596 | — | — | — | 0.058 | — | — |
| | CB-Mix-No. 2 | i = 1 | 1.411 | 0.034 | 0.129 | 0.341 | — | — | — | 3.80 | 1.95 | | i = 2 | 0.833 | — | 0.010 | 0.128 | 0.175 | — | — | | i = 3 | 0.588 | — | — | 0.033 | 0.350 | 0.092 | — | | i = 4 | 0.348 | — | — | — | 0.576 | 0.348 | 0.174 |
| | G1-1 | i = 1 | 17.317 | 0.014 | 0.269 | 0.740 | — | — | — | 3.80 | 1.95 | | i = 2 | 11.609 | — | 0.114 | 0.632 | 0.115 | — | — | | i = 3 | 5.004 | — | — | 0.313 | 0.514 | 0.333 | — | | i = 4 | 1.305 | — | — | — | 0.858 | 0.793 | 0.555 |
| | G2-8 | i = 1 | 17.710 | 0.001 | 0.018 | 0.072 | — | — | — | 3.80 | 1.95 | | i = 2 | 14.538 | — | 0.003 | 0.028 | 0.035 | — | — | | i = 3 | 11.458 | — | — | 0.004 | 0.131 | 0.049 | — | | i = 4 | 8.775 | — | — | — | 0.263 | 0.165 | 0.059 |
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