Evaluation of the Crosswind Effect on the Horizontal Curve Safety on Rural Highways Using Vehicle Dynamic Simulation

Table 3

Percentage of changes in coefficient of friction on slope state of −4% and wind speed of 16 km/h.

Variation	Base value	W16 g-4	Speed
42.35	−0.23	−0.33	40
19.24	−0.18	−0.21	60
1.31	−0.15	−0.15	80
−11.68	−0.13	−0.12	100
−192.97	−0.10	0.10	120