Pile-Raft Settlements Prediction under Coupled Static-Dynamic Loads Using Four Heuristic Regression Approaches

Table 1

Statistical analysis for the input and output parameters of the simulation model.

Variables	N	d (m)	s/d	l/d	P (kPa)	S (cm)
Max	25.00	0.50	6.00	32.00	90.00	12.31
Min	9.00	0.30	4.00	16.00	60.00	2.83
sd	6.57	0.10	0.82	5.94	15.05	2.21