Shock and Vibration / 2017 / Article / Tab 3

Research Article

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

Table 3

Linear trend component and coefficient test for the regression models.

Model

15.52.57.6−3.89.8−2.80.77
22.42.66.27.50.70
34.92.68.3−5.29.20.77
44.12.66.19.1−4.40.74