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.
| Model | After implementing one-way traffic | Before implementing one-way traffic | Load change | | | | | | |
| Elastic demand | 1.12 | 0.69 | 1.03 | +12% | −5% | +0.16 | Fixed demand | 1.21 | 0.57 | 0.81 | 1.16 | +8% | 4% | Change value | −0.09 | +0.12 | −9% | 0.65 | −0.13 | +4% |
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