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Reinforcement of fill soil HDPE Geocell
Category:
HDPE Geocell
Phone:+86-18905485848
Product Description
Reinforcement of fill soil 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 nice motorway omit via collapsible loess and loess sections with properly compressibility, or when the allowable bearing ability of the basis of excessive embankments is decrease than the stress of the automobile load and the self weight of the embankment, the subgrade have to additionally be dealt with in accordance to the necessities of the bearing capacity. At this time, the superiority of the geotechnical cells will most likely appear.
2. Saline soil and expansive soil
The expressway, fine highway, shoulder and facet slope built with saline soil and expansive soil all undertake reinforcement measures. The facade reinforcement impact of the phone is the most incredible one of all reinforcement materials, and it has magnificent corrosion resistance, which can entirely meet the necessities of constructing 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 main composed of low embankments, and the filling peak is commonly now not much less than 0.3M. Due to the expert necessities of low embankments and heavy bearing capability in the building of embankments in windy and sandy areas, the use of geogrids can have a lateral confinement impact on unfastened fillers, making sure that the roadbed has excessive stiffness and energy inside a constrained peak to face up to the load stress of giant vehicles.
4. Reinforcement of fill soil on the again of the embankment
The use of geogrids can higher reap the reason of reinforcing the returned of the bridge. The geogrids can generate ample friction between the geogrids and the filling material, efficiently decreasing the uneven agreement between the roadbed and the structure, and in the end successfully assuaging the early have an impact on harm of "bridge abutment jumping" disorder 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 |
|||
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