Research Article

[Retracted] Considering the Characteristics of Traffic Risk Factors and the Method of Establishing a Flexible Traffic System

Table 4

Comparison of the average load of road sections under elastic and fixed demand schemes.

ModelAfter implementing one-way trafficBefore implementing one-way trafficLoad change

Elastic demand1.120.691.03+12%−5%+0.16
Fixed demand1.210.570.811.16+8%4%
Change value−0.09+0.12−9%0.65−0.13+4%