Predicting the Pullout Capacity of Small Ground Anchors Using Nonlinear Integrated Computing Techniques

Table 1

Statistical measurements for the training and testing datasets.

Statistical parameters	(mm)	L (mm)	(MPa)	(kPa)	IT	Q (kN)
Training dataset
Max.	44.60	800.00	3.55	179.71	2.00	3.47
Min.	25.00	400.00	0.95	12.22	1.00	0.29
	31.66	571.08	1.91	58.01	1.60	1.73
SD	7.88	125.46	0.58	42.18	0.49	0.77
Testing dataset
Max.	44.60	800.00	3.03	178.26	2.00	3.80
Min.	25.00	400.00	0.95	12.22	1.00	0.35
	28.85	594.44	1.98	56.62	1.56	1.80
SD	7.00	101.26	0.55	36.70	0.50	0.78