Home > Geosynthetics > Geogrid > Warp Knitting Polyester Geogrid

Warp Knitting Polyester Geogrid
Material：  polyester 
Length：  50m, 100m or as request 
Color：  black 
Payment Terms：  L/C or T/T 
Min. Order：  20' GP or as request 
Productivity：  600,000 sqm/ week 
Delivery Time：  15-20 days after receiving the deposit 
Packaging：  center as roll, outside with PP bag or as request 
  • Description
  • Features
  • Application
  • Technical Parameters

The warp knitting polyester geogrid selects the excel in synthetic fiber as a raw material, uses the warp knitting oriented structure, latitude and longitude in the fabric to the yarn between not curving condition, the intersection unifies mutually with the excel in textile fiber filament bundle, forms the reliable combining site, displays its mechanical properties fully.

 

1. High intensity, the high module, the low slow change

 

The anti-aging, the anti-embitterment, the tensile strength to be high strength3.The anti-peel strength is big, with the soil crushed stone binding force strong 

2.

 

 

 

(1)Roadbed reinforcement of road and railway, crack prevention, increase of roadbed strength;
(2)Reinforcement and stabilization of riverside, embankment and side slope;
(3Dyke reinforcement on soft ground for stress evenness, sedimentation adjustment, increase of stability and loading capacity of funds;
(4)Reinforcement of the surface of road and bridge.
   

Warp knitting polyester geogrid heterogeneous type

Performance/

specification

PET50-30

PET60-35

PET80-30

PET80-50

PET100-85

Stretching ratio

13%

Strength  (KN/m)

Vertical

50

60

80

80

100

Horizontal

30

35

30

50

85

Breadth (m)

1-6

1-6

1-6

1-6

1-6

If you need the heterogeneous type, please send pictures for our reference 

Warp knitting polyester geogrid standard type

Performance/

specification

PET30-30

PET40-40

PET-50-50

PET80-80

PET100-100

PET120-120

Stretching ratio

13%

Strength 

(KN/m)

vertical

30

40

50

80

100

120

Horizontal

30

40

50

80

100

120

Breadth(m)

1-6

1-6

1-6

1-6

1-6

1-6

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