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

Table 6

Comparison between designed models and LSSVM [5] model for the testing data.

Model	RMSE (KN)	MAE (KN)
LSSVM [5]	0.26	0.20	0.94
NHW			0.98
DANFIS			0.99