Method for determining stopping sight distance in small-radius spiral tunnel on expressway and method for widening tunnel section
A parking sight distance and highway technology, which is applied in tunnels, earth-moving drilling, mining equipment, etc., can solve problems such as the limitation of driving sight distance, the influence of driving sight distance without considering the maintenance lane, and potential safety hazards.
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[0036] The design speed of a spiral tunnel on an expressway is 100km / h. The tunnel is located on a curve with a longitudinal slope of 3% (downhill section), a left curve, and the radius of the horizontal curve of the inner side wall of the tunnel curve R=1200m. The superelevation value of the road surface is 4 %, tunnel building limits and inner contours such as Figure 4 , where the remaining width is 0.25m; the left lateral width is 0.5m; the right lateral width is 1.0m; the left maintenance road width is 0.75m; the right maintenance road width is 1.0m; the maintenance road height is 0.6m.
[0037] According to Article 3.0.12 of the highway engineering technical standard JTG B01-2003, check Table 3-1 in the standard to know that the safe parking sight distance for passenger cars is S=160m, and check Table 3-3 in the standard to know that the safe parking sight distance for trucks is S=190m.
[0038] Depend on Figure 4 It can be seen that:
[0039] R j =1200+0.75=1200...
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