As a Geocell Manufacturer, share with you.
Geocell for Load Support
1. Deal with half-filled and half-cut subgrade
When building an embankment on a slope where the natural slope of the ground is steeper than 1:5, the embankment base should be dug steps, and the width of the steps should not be less than 1M. When the road is built or rebuilt in phases and the road is widened, the junction of the new and old subgrade fill slopes should be opened. For digging steps, the width of the high-grade highway steps is generally 2M, and the geocell is laid on the horizontal surface of each step, and the geocell’s own elevation confinement reinforcement effect is used to better solve the problem of uneven settlement.
2. Roadbed in sandy areas
Low embankments should be the main roadbed in sandy areas, and the filling height is generally not less than 0.3M. Due to the professional requirements for low roadbeds and heavy loads in sandy areas, the use of geocells can limit loose fillers. The limited height ensures that the roadbed has high rigidity and strength to withstand the load stress of large vehicles.
3. Filling and reinforcement of the subgrade behind abutment
The use of geocells can better achieve the purpose of reinforcement of the abutment back. Sufficient friction can be generated between the geocell and the filler, which can effectively reduce the uneven settlement between the subgrade and the structure, and finally can effectively alleviate the "abutment jump". Early impact damage to the bridge deck caused by the “car” disease.
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