H-M Bearing Capacity of Cone-Shaped Foundation for Onshore Wind Turbine under Monotonic Horizontal Loading

Table 3

Comparison of ultimate horizontal bearing capacity.

Loading eccentricity, e (mm)	Hult obtained from test (N)	Hult calculated by equation (13) (N)	Deviation (%)
650	55.15	46.85	15.0
780	45.6	37.42	17.9
910	35.3	28.86	18.2