Vibration Effect Produced by Raised Pavement Markers on the Exit Ramp of an Expressway

Table 2

Simulation scheme parameters.

Section		Cars and semi-trailer trucks
		Spacing [m]	Speed km⋅h^−1	Radius m	Time s
Deceleration lane	Linear	3	55/60/65/70	/	15
		4
		5
		6
	Curved	7	55/60/65/70	200	15
		11		400
		15		700
Ramp curve section		4	40/50/60	70	15
		6		180
		15		700