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