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  • Honeycomb geocell
  • Honeycomb geocell
  • Honeycomb geocell
  • Honeycomb geocell
  • Honeycomb geocell
  • Honeycomb geocell
  • Honeycomb geocell
  • Honeycomb geocell
  • Honeycomb geocell
    Honeycomb geocell
    Honeycomb geocell
    Honeycomb geocell
    Honeycomb geocell
    Honeycomb geocell
    Honeycomb geocell
    Honeycomb geocell
    Honeycomb geocell

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    Structure: three-dimensional structure

    Color: green, black, dark green

    Height: 50-300mm (national standard/non-standard)

    Welding distance: 300-1000mm

    Material: Smooth embossed and perforated flat plate, non perforated

    Sheet thickness: (flat smooth sheet) 1-1.2mm (embossed sheet) 1.3-1.5mm

    Tensile yield strength: ≥ 20Mpa

    Weld tensile strength: ≥ 100-142 (N/CM)

    Customization:

    Various specifications, height, welding distance, color, etc. can be processed and customized according to customer requirements

    Function:

    Environmental protection, slope protection, greening, road construction, soil consolidation, and foundation strengthening

    To prevent the topsoil from sliding downwards, the permeable holes of the grid sheet can effectively seep through, reduce the gravity of the water body, and the vegetation roots in the grid are intertwined to form a strong anchoring force, effectively protecting the topsoil and resisting water erosion.

    Product Description
    Product Introduction

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    Product Video
    Product Features

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    Product Architecture

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    performance indicators

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    Slope protection mechanism

    Geocell reinforcement of foundation is a mechanical soil reinforcement method that does not change the particle composition and interconnectivity of the filling material. Geogrids are mainly reinforced through interactions, which mainly include three aspects: the lateral constraint effect of the geogrid, the mesh effect of the geogrid, and the frictional effect of the geogrid.

    The lateral constraint effect of the geocell is mainly reflected in two aspects: firstly, the frictional effect of the geocell on the soil outside the cell; The second is the clamping effect of the geocell on the soil within the grid element. The geotechnical cell provides a significant lateral constraint on the filling material, and the side walls of the cell generate upward frictional support force on the filling material, forming a composite with high flexural and tensile stiffness and shear strength. This complex can isolate the transmission of stress and displacement, thereby enabling flexible transition and coordinating the settlement of the top surface of the semi filled and semi excavated roadbed. Moreover, it has a net pocket effect on local loads, making the distribution of loads more uniform.

    The frictional effect of the geocell is mainly reflected in the interface between the filler and the cell wall. The frictional force partially transfers the vertical load to the geocell, and then partially outward from the geocell. Through this transfer, the foundation pressure is reduced, thereby improving the bearing capacity of the cushion layer and reducing foundation settlement and uneven settlement.


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    scope of application

    1. Soft foundation treatment for railways and highways, used for foundation reinforcement.

    2. Engineering construction of deserts, beaches, river beds, and landfill sites.

    3. Large scale projects such as water conservancy and municipal landscaping, used for soil and water conservation and landscaping.

    4. Embankments and shallow river management, retaining walls, used to enhance load-bearing capacity and prevent landslides.

    5. It has a good effect in dealing with semi filled and semi filled roadbed, roadbed in windy and sandy areas, roadbed reinforcement in abutment back, roadbed in permafrost areas, loess collapsible roadbed, saline soil, expansive soil, etc.


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    Construction Introduction

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    Construction points

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