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150mm Height Green Color HDPE Geocell with 445mm Weld Spacing for Construction Access Roads In Vietnam

Categories HDPE Geocell
Brand Name: GeoMax
Model Number: GM 150-445
Certification: ISO9001-2015
Place of Origin: ANHUI,CHINA
MOQ: 2600 ㎡
Price: Negotiation
Payment Terms: T/T, L/C
Supply Ability: 40000㎡ per day
Delivery Time: 10-20 days
Packaging Details: Folded strips are wrapped by film and layed on pallets or as requested
Geocell Material: High Density Polyethylene
Thickness: 1.2mm-1.6mm
Geocell Standard: ASTM or GB Standard
HDPE Geocell Height: 200mm
Surface: Textured& Perforated
Welded Distance: 445mm
Geocell Density: 0.950 g/cm3
Geocell Carbon Black: 1.5%
Geocell Peeling Strength: 10-14.2kN/m
Geocell Tensile Strength: 25kN/m
Geocell Our Minimum Quantity: 3600m2
Geocell ESCR: 4999 Hours
HDPE Geocell OIT: 150min
Geocell Elongation at Break: 6%-15%
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150mm Height Green Color HDPE Geocell with 445mm Weld Spacing for Construction Access Roads In Vietnam

150mm Height Green Color HDPE Geocell with 445mm Weld Spacing for Construction Access Roads In Vietnam


GEOMAX INTRODUCTION


GeoMax® Geocells are strong, 3D honeycomb structures made of tough, high-density polyethylene (HDPE) sheets that are welded together using ultrasound.

It is possible to fill these cells with sand, soil or other materials from the area, which could make them a useful and affordable solution for many geotechnical projects.

This new system appears to offer good value for money. Its uses are varied, including but not limited to driveways, highways, railroads, landscaping, landfills, parking lots and pipelines. It is hoped that the system will save a lot of time and labour by reducing project costs, reducing environmental impact, and making installation easier.


GEOCELL SPECIFICATIONS

Index PropertiesTest MethodUnitsValues
Material--100% Virgin HDPE
Carbon Black contentASTM D 1603%≥1.5
DensityASTM D 1603g/cm30.935-0.965
Sheet Thickness ± 3%ASTM D 5199mm1.5
Seam Peel StrengthUSACE GL-86-19KN/m≥14.2
Tensile strength at YieldASTM D 1603KN/m≥22
Environmental stress crack resistanceASTM D 1603hrs≥5000
OIT oxidation induction timeASTM D 1603min≥150
TypeGM330GM356GM400GM432GM445GM500GM660GM712
Welding Distance(mm) ± 3%330356400432445500660712
Cell Depth(mm) ± 3%50,75,100,150,200,250
Dimensions
Expanded Cell Size (width×length) (mm) ± 3%250 x 210260 x 225290 x 260320 x 275315 x 300360 x 300470 x 450510 x 475
Expanded Cell numbers(width×length)10 x 349 x 348 x 348 x 348 x 347 x 345 x 345 x 34
Expanded Section size (width×length) (m) ± 3%2.50 x 7.142.34 x 7.652.32 x 8.842.56 x 9.352.52 x 10.22.52 x 11.222.35 x 15.32.55 x 16.15
Expanded Section Area (m2) ± 5%17.8517.920.523.9425.728.7435.9541.18


GEOMAX DETAILED PHOTOS


PRODUCTION LINE

GEOCELL INVENTION AND TESTING


GEOCELL PRODUCT AREA

GEOMAX CERTIFICATES

PHOTO OF THE EXHIBITION


FAQ:

  1. Q: What are the requirements for Geocell when used for railway subgrade reinforcement to meet the strict settlement standards of railways?
A: Railway subgrades require long - term settlement ≤ 15mm and differential settlement ≤ 5mm/m. Therefore, Geocell used should have a tensile strength ≥ 20MPa, a creep rate ≤ 3% under 20% of the ultimate load, and a cell height of 150 - 200mm. The filling material should be graded gravel with a uniformity coefficient of 5 - 15 and a curvature coefficient of 1 - 3, compacted to a relative density of ≥ 90%. Additionally, the Geocell should be fixed with galvanized steel anchors (length ≥ 500mm) at a spacing of 300mm along the edges and joints.
  1. Q: In railway bridge - subgrade transition sections, how to use Geocell to reduce settlement differences between the bridge and the subgrade?
A: The transition section should adopt a stepped Geocell layout. Within 5m from the bridge abutment, use Geocell with a cell height of 200mm; from 5m to 10m, use 150mm cell height; and beyond 10m, use 100mm cell height. The Geocell should be connected to the bridge abutment through pre - embedded steel plates (thickness ≥ 8mm), and the filling material should be cement - stabilized gravel (cement content 3% - 5%) to improve the stiffness of the transition section. The compaction should be carried out in layers (layer thickness ≤ 200mm) with a vibratory roller, and the compaction degree should reach ≥ 96%.




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