Polypropylene Biaxial Geogrid Geotextile
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Polypropylene Biaxial Geogrid Geotextile

    Description

    Polypropylene Biaxial Geogrid Geotextile is a polypropylene extruded biaxial geogrid with a non-woven needlepunched geotextile bonded to one side.

    Description of Polypropylene Biaxial Geogrid Geotextile

    1. Composite biaxial Geogrid is the composite of geogrid and geotextile. The first composite form: Geogrid is self-adhesive glass fiber or polyester geogrid and geotextile is polyester filament geotextiles; second composite form: two-way plastic geogrid and geotextile composite.

    2. Size of the network are the mesh size of woven fibers or geogrid.

    3. The strength, width and grid size of the geogrid can be customized according to user's requirements.

BI-AXIAL GEOGRID MD XD
Carbon Black Content ASTM D 4218 % 2.0 
Ultimate Tensile Strength{1}  ASTM D 6637  lbs/ft(kN/m) 1645(24.0) 1645(24.0)
Tensile Strength at 2% strain{1} ASTM D 6637  lbs/ft(kN/m) 720(10.5) 720(10.5)
Tensile Strength at 5% strain{1} ASTM D 6637  lbs/ft(kN/m) 1343(19.6) 1343(19.6)
Junction Efficiency{2}{3}  GRI-GC2   % >95 >95
Flexural Rigidity{1}  ASTM D 7748  mg-cm 1000000 
Aperture Stability{2}{4} US.COE  m-N/deg 0.65 
Minimum Rib Thickness Callipered inch(mm) 0.07(1.7) 0.05(1.3)
Aperture Size{2}{5} Nominal inch(mm) 1.33(34.0) 1.22(31.0)
GEOTEXTILE
Raw Material Polyester, Continuous filament, needle punched
Ultimate Tensile Strength{1} ASTM D 4595  lbs/ft(kN/m)  781(11.4) 781(11.4)
Grab Strength{1} ASTM D 4632  lbs(kN)  128(0.57) 
Trapezoidal Tear{1}  ASTM D 4533  lbs(kN)   56(0.25)  
Elongation at Ultimate{2}   ASTM D 4595  %  60   60
CBR Burst Strength{1}  ASTM D 6241  lbs(kN) 540(2.4) 
Permeability  ASTM D 4491   cm/sec  0.41  
Apparent Opening Size O9S  ASTM D 4751   mm  0.12  
Mass Per Unit Area{2}   ASTM D 5261  oz/yd2(g/m2)   6.0(200) 
TYPICAL ROLL DIMENSIONS 
Roll Width   ft(m)  12.79(3.9) 
Roll Length{6}   ft(m)  164.04(50.0) 

Features of

- Improving bearing capacity of road foundation and prolong its service life.

- Preventing road surface from subsiding and cracking.

- Be convenient for construction, reducing cost and maintaining expense for the project.

- Providing stability for slopes and avoid the losing of the water and soil.

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