Research Article
A Comparative Study of Soft Computing Models for Prediction of Permeability Coefficient of Soil
Table 2
Importance of input parameters using Relief F.
| No. | Input parameters | Weights |
| 1 | Natural water content | 0.096 | 2 | Void ratio | 0.0942 | 3 | Specific density | 0.0877 | 4 | Liquid limit | 0.0762 | 5 | Plastic limit | 0.0753 | 6 | Clay content | 0.025 |
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