Study on the Rut Control Threshold of Asphalt Pavement Considering Steering Stability of Autonomous Vehicles Based on Fuzzy Control Theory

Table 2

Simulation results of the orthogonal experiment design.

Test no.	Rut depth H (cm)	Rut slide angle α (^o)	Average rut width B (cm)	Maximum vertical acceleration (g’s)	Vehicle roll angle (deg)
1	1.0	1	80	0.01668	0.026954
2	1.0	2	100	0.02207	0.022685
3	1.0	3	120	0.023782	0.019744
4	1.5	1	100	0.017902	0.039066
5	1.5	2	120	0.020326	0.031618
6	1.5	3	80	0.026792	0.037611
7	2.0	1	120	0.025492	0.066289
8	2.0	2	80	0.033325	0.054974
9	2.0	3	100	0.037105	0.046514