- Overview
- PP Biaxial Geogrid
- Product Parameters
- Application
- PP/PE Uniaial Geogrid
- Technical Specification
- Detailed Photos
Basic Info.
Product Description
It is produced through the process of extruding, punching, heating, longitudinal stretching, and transverse stretching.
Performance: High tensile strength at both longitudinal and transverse direction
Benefits
Improving the bearing capacity of the foundation
Preventing cracking and subsiding
Convenient to construct, reducing cost and maintaining expense
Property
Improve roadbed bearing capacity, enlarge road lifetime
Prevent road collapse and crack
Prevent soil and water loss in the slope
Could replace steel-plastic geogrid in the coal mine
Index Properties | Test Method | Unit | 15/15 | 20/20 | 25/25 | 30/30 | 35/35 | 40/40 | 45/45 | 50/50 | |||||||||
MD | CD | MD | CD | MD | CD | MD | CD | MD | CD | MD | CD | MD | CD | MD | CD | ||||
Polymer | - | - | PP | PP | PP | PP | PP | PP | PP | PP | |||||||||
Minimum Carbon Black | ASTM D 4218 | % | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | |||||||||
Ultimate Tensile Strength | ASTM D 6637 | KN/M | 15 | 15 | 20 | 20 | 25 | 25 | 30 | 30 | 35 | 35 | 40 | 40 | 45 | 45 | 50 | 50 | |
Elongation | ASTM D 6637 | % | 15 | 13 | 15 | 13 | 15 | 13 | 15 | 13 | 15 | 13 | 15 | 13 | 15 | 13 | 15 | 13 | |
Tensile Strength @ 2% Strain | ASTM D 6637 | KN/M | 5 | 5 | 7 | 7 | 9 | 9 | 10.5 | 10.5 | 12 | 12 | 14 | 14 | 16 | 16 | 17.5 | 17.5 | |
Tensile Strength @ 5% Strain | ASTM D 6637 | KN/M | 7 | 7 | 14 | 14 | 17 | 17 | 21 | 21 | 24 | 24 | 28 | 28 | 32 | 32 | 35 | 35 |
Biaxial Geogrid Application
Reinforcement in dam and roadbed
Slope protection
Wall reinforcement
Roadbed bearing capacity improvement in the airfield, parking lot, and wharf
Plastic Uniaxial Geogrid is Made from polymer and nano scal carbon black by extrusion technology.
Property
Roadbed reinforcement improves stability and bearing capacity
Prevent roadbed from deformation and crack due to roadbed material wash off
Retaining wall bearing capacity improvement
Application
Roadbed reinforcement in highway
Municipal road, railway, airport runway
Dam reinforcement
Garden fence and river bank
Retaining wall reinforcement in highway
Properties | GG60PP | GG80PP | GG110PP | GG150PP | GG260PP | GG300PP |
Tensile Strength(kN/m) | 60.0 | 80.0 | 110.0 | 150.0 | 260.0 | 300.0 |
Elongation Ratio | ≤10% | ≤10% | ≤10% | ≤10% | ≤10% | ≤10% |
Strength at 2% Elongation(≥kN/m) | 17 | 26 | 32 | 45 | 97 | 105 |
Strength at 5% Elongation(≥kN/m) | 35 | 48 | 64 | 90 | 185 | 195 |
Roll Length(m) | 100 | 100 | 50 | 50 | 50 | 50 |
Roll Width(m) | 1-3 | 1-3 | 1-3 | 1-3 | 1-3 | 1-3 |
HDPE Material Uniaxial Geogrid
Index Properties | Test Method | Unit | GG60PE | GG80PE | GG120PE | GG160PE | GG180PE | GG200PE | ||||
MD | MD | MD | MD | MD | MD | |||||||
•Polymer | - | - | HDPE | HDPE | HDPE | HDPE | HDPE | HDPE | ||||
•Minimum Carbon Black | ASTM D 4218 | % | 2 | 2 | 2 | 2 | 2 | 2 | ||||
•Tensile Strength @ 2% Strain | ASTM D 6637 | kN/m | 16 | 23 | 35 | 47 | 52 | 58 | ||||
•Tensile Strength @ 5% Strain | ASTM D 6637 | kN/m | 31 | 44 | 65 | 93 | 104 | 116 | ||||
•Ultimate Tensile Strength | ASTM D 6637 | kN/m | 60 | 80 | 120 | 160 | 180 | 200 | ||||
•Strain @ Ultimate Strength | ASTM D 6637 | % | 11.5 | 11.5 | 11.5 | 11.5 | 11.5 | 11.5 | ||||
•Junction Effciency | GRI GG2-87 | % | 93 | 93 | 93 | 93 | 90 | 90 | ||||
•Flexural Rigidity | ASTM D 1388 | mg-cm | 1,400,000 | 2,300,000 | 6,000,000 | 19,000,000 | - | - |