Subgrade treatment HDPE Geocell
Classification :
keyword:
HDPE Geocell
PRODUCT DETAILS
Subgrade treatment HDPE Geocell
Introduction
Geogrid is a mesh like phone shape shaped via sturdy welding or riveting of high-strength HDPE or PP copolymer broadband. When used, it is opened and stuffed with soil or concrete materials, forming a shape with sturdy lateral constraints and excessive stiffness. It can be used as a cushion layer to deal with vulnerable foundations and expand their bearing capacity. It can additionally be laid on slopes to shape slope safety structures, and can be used to construct guide structures, etc.
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Main uses
1. Treatment of Loess Collapse Roadbed
When expressways and satisfactory motorway leave out through collapsible loess and loess sections with correct compressibility, or when the allowable bearing capacity of the foundation of immoderate embankments is reduce than the stress of the car load and the self weight of the embankment, the subgrade have to moreover be dealt with in accordance to the requirements of the bearing capacity. At this time, the superiority of the geotechnical cells will most probably appear.
2. Saline soil and expansive soil
The expressway, great highway, shoulder and side slope constructed with saline soil and expansive soil all undertake reinforcement measures. The facade reinforcement have an effect on of the cellphone is the most terrific one of all reinforcement materials, and it has surprising corrosion resistance, which can absolutely meet the requirements of setting up highways in saline soil and expansive soil.
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Application
3. Roadbed in windy and sandy areas
The roadbed in windy and sandy areas have to be in the foremost composed of low embankments, and the filling height is generally now no longer plenty much less than 0.3M. Due to the professional requirements of low embankments and heavy bearing functionality in the constructing of embankments in windy and sandy areas, the use of geogrids can have a lateral confinement influence on loose fillers, making certain that the roadbed has immoderate stiffness and strength internal a confined height to face up to the load stress of massive vehicles.
4. Reinforcement of fill soil on the once more of the embankment
The use of geogrids can greater reap the purpose of reinforcing the again of the bridge. The geogrids can generate enough friction between the geogrids and the filling material, efficaciously lowering the uneven settlement between the roadbed and the structure, and in the cease efficiently assuaging the early have an influence on damage of "bridge abutment jumping" ailment on the bridge deck.
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Specification
|
Item Model |
Height (mm) |
Welding distance(mm) |
Sheet thickness(mm) |
Seam peel strength≥(N) |
Expanded Cell Size(mm) |
Expanded panel size (m) |
|
|
smooth |
textured |
||||||
|
TGLG-100-330 |
100 |
330 |
1.1 |
1.5 |
1420 |
244X203 |
2.44X6.15 |
|
TGLG-150-330 |
150 |
2130 |
244X203 |
2.44X6.15 |
|||
|
TGLG-200-330 |
200 |
2840 |
244X203 |
2.44X6.15 |
|||
|
TGLG-100-356 |
100 |
356 |
1.1 |
1.5 |
1420 |
259X224 |
2.56X6.52 |
|
TGLG-150-356 |
150 |
2130 |
259X224 |
2.56X6.52 |
|||
|
TGLG-200-356 |
200 |
2840 |
259X224 |
2.56X6.52 |
|||
|
TGLG-100-400 |
100 |
400 |
1.1 |
1.5 |
1420 |
295X250 |
4X5 |
|
TGLG-150-400 |
150 |
2130 |
295X250 |
4X5 |
|||
|
TGLG-200-400 |
200 |
2840 |
295X250 |
4X5 |
|||
|
TGLG-100-445 |
100 |
445 |
1.1 |
1.5 |
1420 |
320X287 |
2.56X8.35 |
|
TGLG-150-445 |
150 |
2130 |
320X287 |
2.56X8.35 |
|||
|
TGLG-200-445 |
200 |
2840 |
320X287 |
2.56X8.35 |
|||
|
TGLG-100-660 |
100 |
660 |
1.1 |
1.5 |
1420 |
488X406 |
2.44X12.29 |
|
TGLG-150-660 |
150 |
2130 |
488X406 |
2.44X12.29 |
|||
|
TGLG-200-660 |
200 |
2840 |
488X406 |
2.44X12.29 |
|||
|
TGLG-100-712 |
100 |
712 |
1.1 |
1.5 |
1420 |
508X475 |
2.56X13.72 |
|
TGLG-150-712 |
150 |
2130 |
508X475 |
2.56X13.72 |
|||
|
TGLG-200-712 |
200 |
2840 |
508X475 |
2.56X13.72 |
|||
Factory Appearance

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