Experimental and FEM Research on Airport Cement Concrete Direct-Thickening Double-Deck Pavement Slabs under Aircraft Single-Wheel Dynamic Loads

Table 2

Experiment relevant parameters.

Loading mode	Parameters
	Control mode	Frequency (Hz)	Max/min Load (kN)	Max/min displacement (m)	Load wave	Recycle times	Protection Load (kN)
Vertical load	Displacement	1 Hz	86.64/0	Default	Sine	3000	200
Horizontal load	Displacement	1 Hz	Default	0.23 m/−0.23 m	Sine	3000	Default