Embankment structure for reducing generation rate of bump at bridge head and filling method
A bridge head jumping and occurrence rate technology, which is applied to infrastructure engineering, roads, bridges, etc., can solve the problems of large manpower, material and financial resources for maintenance, difficulties in embankment drainage, waterproofing, and insufficient economic benefits, and achieve simple construction, Improved 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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