HDPE Uniaxial Geogrids (UX)
PP Biaxial Plastic Geogrid Specification and Main Technical Data
Item | TGSG15-15 | TGSG20-20 | TGSG25-25 | TGSG30-30 | TGSG40-40 |
Longitudinal Tensile Strength,kN/m | 15 | 20 | 25 | 30 | 40 |
Transverse Tensile Strength,kN/m | 15 | 20 | 25 | 30 | 40 |
Longitudinal Yield Elongation,% | 15 | ||||
TransverseYield Elongation,% | 13 | ||||
Longitudinal Yield Strength at 2% Elongation,kN/m | 5 | 7 | 9 | 10.5 | 14 |
Transverse Yield Strength at 2% Elongation,kN/m | 5 | 7 | 9 | 10.5 | 14 |
Longitudinal Yield Strength at 5% Elongation,kN/m | 7 | 14 | 17 | 21 | 28 |
Transverse Yield Strength at 5% Elongation,kN/m | 7 | 14 | 17 | 21 | 28 |
Product Length/roll,m | 50 | 30 | |||
Product width ,m | 2/3.9/3.95 |
PP Uniaxial Geogrid Specification and Main Technical Data
Item | TGDG50 | TGDG80 | TGDG110 | TGDG150 | TGDG200 |
material | PP | ||||
Tensile Stength,KN/m | 50 | 80 | 110 | 150 | 200 |
Elongation Ratio ,%≤ | 10 | ||||
Tensile Strength at 2% elongation KN/m≥ | 12.0 | 26.0 | 32.0 | 50.0 | 70.0 |
Tensile Strength at 5% elongation KN/m≥ | 28.0 | 48.0 | 64.0 | 88.0 | 120.0 |
Product Length/roll,m | 100 | 50 | |||
Product Width ,mm | 2000~3000 | 2000~2500 |
HDPE Uniaxial Geogrid Specification and Main Technical Data
Item | TGDG50 | TGDG80 | TGDG110 | TGDG120 | TGDG160 |
Raw material | HDPE | HDPE | HDPE | HDPE | HDPE |
Carbon Content(%)≥ | 2 | 2 | 2 | 2 | 2 |
Tensile Strength(KN/M)≥ | 50 | 80 | 110 | 120 | 160 |
Yield Strength at 2% elongation(KN/m) | 10 | 23 | 30 | 35 | 44 |
Yield Strength at 5% elongation(KN/M) | 25 | 44 | 60 | 65 | 85 |
Yield elongation ratio(%)≤ | 12 | 12 | 12 | 12 | 12 |
Length m | 50 | ||||
Width mm | 1000~1200 |
Application:Uniaxial geogrid is kind of high strength geosynthetic. It has extensive applications in dyke, tunnel, pier, highway, railway and building.
Its main applications are as follows: 1. Enhance roadbed and effectively diffuse its load to improve its stability and bearing capacity and increase service life; 2. Can bear more alternate load; 3. Prevent roadbed distortion and crack caused by the loss of roadbed materials; 4. Increase the self-supporting property of fill behind retaining wall, decrease the earth pressure of retaining wall, save cost, increase service life and reduce maintenance expense;5. Combine anchor sprouting concrete construction method to give side slope maintenance, which not only saves investment by 30%-50% but also reduces erection time by one time or above. 6. To increase geogrid in the roadbed and surface of highways can reduce flexure, track and put off the flawing appearance by 3-9 folds and reduce the thickness of structural layer by 36%7. It is applicable to any kind of soil, not necessary to draw material from other place, saving time and labor; 8. Simple and rapid construction will greatly reduce construction cost.
Product specification and performance parameter
Items | TGDG25 | TGDG35 | TGDG50 | TGDG80 | TGDG110 | TGDG150 | TGDG170 | TGDG200 |
Width, m | 1.0 2.0 2.5 | |||||||
Tensile yield force per linear meter,KN/m≥ | 25 | 35 | 50 | 80 | 110 | 150 | 170 | 200 |
Elongation at yield,%≤ | 10 | |||||||
Stretching force for 2% extensibility ,KN/m≥ | 7 | 10 | 12 | 20 | 32 | 48 | 64 | 85 |
Stretching force for 2% extensibility,KN/m≥ | 14 | 20 | 28 | 48 | 64 | 90 | 120 | 145 |
Uniaxial geogrid