Predicting Geotechnical Investigation Using the Knowledge Based System

Table 2

Evaluation of Input factors.

Number (k)	Parameter ()	⁢Criteria	Max value
			1	LG	Relationship; Length : width (—)	1.10
2	PC	Stress increasing under foundation (kPa)	1.20
3	GEO	Subsurface conditions (—)	1.35
4	SIM	Similar to existing nearby data (%).	1.35