Knitted Polyester Geogrid 200-30kn for Railway Slope Reinforced

• Color: Black
• Application: Retaining Wall, Steep Slop, Dam, Road Base
• Viscose: Without Viscose
• Function: Anti-slip, Reinforcement
• Classification: Plastic Geogrid
• Material: PP
• Model NO.: HT00304
• Standard Width: 3.95m
• Standard: Gri-GM 13 Standard, GB-I Standard
• Standard Length: 50m/100m
• Transport Package: Plastic Roll
• Specification: 10KN/15KN/30KN/55KN
• Trademark: HUATAO
• Origin: China
• HS Code: 5904900000
• Production Capacity: 5000000 Square Meter /Week

Product Description

High tensile strength Polyester Geogrid For Soil Reinforcement 

Product Description

 The warp knitted polyester geogrid selects reinforced synthetic fiber as the material, using the warp knitted oriented structure, latitude and longitude of the roving in the fabric without curving condition to each other, the intersection unifies mutually with reinforced textile fiament bundle, which forms the reliable combining site,displays its mechanical fully.


 

Properties

1. high intension, high tenacity, high oclusive force with soil or gravel, erosion-resistant, water drainage, light weight

2. reinforce soft soil roadbed, rib side slope of embankment, enhance isolation, inhibit ground deformation, prevent crack by reflection, increase strength of roadbed. 

Datasheet

Index		PE2020	PE3030	PE4040	PE5050	PE8080	PE100100	PE120120
Stretching Ratio %		13
Intensity KN/M	Vertical	20	30	40	50	80	100	120
	Horizontal	20	30	40	50	80	100	120
Center distance of  the network mm		12.7 X 12.7 25.4 X 25.4 400 X 400
Breadth m		1~6

 

PE140140	PE160160	PE180180	PE200200	PE300300	PE400400	PE500500	PE600600
13
140	160	180	200	300	400	500	600
140	160	180	200	300	400	500	600
12.7 X 12.7 25.4 X 25.4 400 X 400
1~6

Application of Polyester geogrid :

1. roadbed reinforce of road and railway, crack prevent, increase roadbed strength
2. reinforcement and stabilization of riverside, embankment and side slope
3. dyke reinforcement on soft ground for stress evenness, sedimentation adjustment,
increase of stablity and loading capacity of fundus
4. reinforcement of the surface of road and bridge.