Track Behavior and Crash Risk Analysis of Passenger Cars on Hairpin Curves of Two-Lane Mountain Roads

Table 1

Geometric parameters of the hairpin curves.

No.	Lane width (m)	Curve radius (m)	Deflection angle (°)	Curve length (m)	Gradient (%)
1	4.25, 4.25	20.156	192.73	92.975	3
2	4.25, 4.25	20.233	186.19	90.797	3
3	4.25, 4.25	20.079	180.09	88.138	3
4	4.25, 4.25	20.029	169.51	84.381	3
5	4.25, 4.25	20.425	159.43	87.519	2.7
6	4.25, 4.25	20.861	190.62	94.561	2.8
7	4.75, 3.55	22.315	150.6	83.815/	3
8	4.25, 4.25	20.26	172.64	86.202	3
9	4.25, 4.25	20.304	186.58	91.257	3
10	4.25, 4.25	20.327	180.54	89.188	3
11	4.25, 4.25	20.347	194.54	94.259	3