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

Table 5

Comparison between the developed models and the LSSVM [5] model for the training data.

Model	RMSE (KN)	MAE (KN)
LSSVM [5]	0.22	0.19	0.94
NHW			0.99
DANFIS			0.99