Optimization of Structure Parameters of Airfield Jointed Concrete Pavements under Temperature Gradient and Aircraft Loads

Table 5

Statistics of numerical models.

Slab size	Thickness (cm)	L/W	Temperature gradient (°C·m^−1)	Loading position
2 m × 2 m	20; 25; 30; 35; 40	1.00; 1.05; 1.10; 1.15; 1.20; 1.25	50, −50, 60, −60	Longitudinal middle edge of slab or slab corner
3 m × 3 m
4 m × 4 m
5 m × 5 m
6 m × 6 m
7 m × 7 m
8 m × 8 m
9 m × 9 m
Total			144 models