An embankment structure and filling method for reducing the incidence of vehicle jumping at the bridge head
A bridgehead jumping and occurrence rate technology, applied in infrastructure engineering, roads, bridges, etc., can solve problems such as maintenance that consumes a lot of manpower, material and financial resources, embankment drainage, waterproofing difficulties, and insufficient economic benefits. The effect of improving drainage consolidation conditions and low cost
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[0022] Such as Figure 1 to Figure 4 As shown, the embankment structure for reducing the incidence of vehicle jumping at the bridge head according to the present invention includes a cushion layer 8 , a stone layer 7 , an anti-jumping layer 6 , and a buffer layer 5 . The car jump layer is the main part of the main embankment, generally accounting for 60-90% of the total thickness of the embankment, preferably about 80+5%. For example, the height of the embankment is 5 meters, and the anti-jump layer is generally set to about 4 meters.
[0023] The anti-jumping layer includes several anti-jumping units and filler 4 filled around the anti-jumping units and between adjacent anti-jumping units. The anti-jumping unit includes a perforated pipe body 1 coated with a geotextile 2 on the outer periphery, a geogrid 3 connecting a certain number of perforated pipe bodies together, and a filler 4 filling the periphery of the perforated pipe body. The anti-jump units are multiple and dist...
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