HDPE uniaxial geogrid for retaining walls and slops - HTGDG25

1) Raw material: PP/HDPE, 2) Width: 1.6~2.5m;, 3) Roll size: 4m*50m, 4) Tensile strength: 35~160KN/m - details see: https://www.buildingsupplieshub.com/hdpe-uniaxial-geogrid-for-retaining-walls-and-slops-10057241

Type: Geogrids	Place of Origin: Hebei China (Mainland)	Brand Name: Zhongjie	Model Number: HTGDG25
Material: HDPE	Raw material: HDPE	Application: reinforced retraining wall,brideged abutment,highway, railway,airport	Tension yield strength per long meter: KN/M ≥ 25-140
Yield elongation rate: ≤ % 10	Resistance to 2% of defromation: KN/M ≥ 7-38	Resistance to 5% of deformation: KN/M ≥ 14-75

HDPE uniaxial geogrid for retaining walls and slops

contact supplier for HDPE uniaxial geogrid for retaining walls and slops

≥ Unidirectional tension plastic geogrid

The mateiral of biaxial tension plastic geogrid is similar with the material of unidirectional tension plastic geogrid. Its chemical property isn't active also. It is extruded by macromolecule polymers, and formed by longitudinal and horizontal tension. This kind of material has high tension strength in both longitudinal and horizontal directions. This kind of structure provides a interlock system for the soil.

Benefits:

1.Improving bearing capacity of retaining wall or dam;

2.Extending the project life;

3.Reducing floor area;

4.Shortening construction period, reducing cost and maintaining expense.

The biaxial tension plastic geogrid is suitable for the improvement of roadbed with large area permanent road, such as treatment of soft soil foundation and reinforced earth structures.

Item	BTGSG15	BTGSG20	BTGSG30	BTGSG40	BTGSG45
Longitudinal tensile yield strength per long meter KN/M ≥	15	20	30	40	45
Horizontal tensile yield strength per long meter KN/M ≥	15	20	30	40	45
Lonitudinal yield enlongation rate ≤	13
horizontal yield elongation rate ≤	16
Longitudinal resistance to 2% of deformation KN/M ≥	5	8	11	13	16
Horizontal resistance to 2% of deformation KN/M	7	10	13	15	20
Longitudinal resistance to 5% deformation KN/M ≥	8	10	15	16	25
Horizontal resistance to 5% of deformation KN/M ≥	10	13	15	20	22