An Airfield Soil Pavement Design Method Based on Rut Depth and Cumulative Fatigue

Table 1

Sideslip distances of A-type transport under different friction coefficients.

Friction Coefficients	0.55	0.60	0.65	0.70	0.75	0.80	0.85	0.9
Sideslip distances (m)	5.34	5.13	4.96	4.68	4.54	4.40	4.28	4.18