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::Geogrid::  

APPLICATIONS OF GEOGRID
It is mainly used in highway and railroad to reduce the subsiding difference ofthe roadbed and bridgehead, lower the vibration of the vehicles and theroadbed, slower the roadbed structure distortion to guarantee the security and comfort.

To lay the geogrid in the backfill soil can increase the shearing strength and the whole character in middle terms, reduce the mid-term filling quantity,     make the soft base more convenient, lower the construction cost.

When used in the dam design, it can be as the muscle structure to improve the  bearing distortion performance of the dam to avoid breaking.

PP uniaxial geogrid

 

PP uniaxial geogrid technical datas

Item

Art.No.

PLB010101

PLB010102

PLB010103

PLB010104

PLB010105

Specs

TGDG25

TGDG35

TGDG50

TGDG80

TGDG110

Unit weight£¬g/m2

370¡À50

450¡À50

550¡À50

700¡À50

1100¡À50

Width£¬m

1.0+0.2/-0 or 2.0+0.2/-0

Tensile strength£¬

kN/m¡Ý

25

35

50

80

110

Elongation£¬%¡Ü

10

Tensile strength at 2% strain£¬kN/m¡Ý

7

10

12

26

32

Tensile strength at 5% strain£¬kN/m¡Ý

14

20

28

48

64

Roll length£¬m

50+0.25/-0

 

HDPE uniaxial geogrid technical datas

Item

Art. No.

PLB010201

PLB010202

PLB010203

PLB010204

PLB010205

Specs

TGDG25

TGDG35

TGDG50

TGDG80

TGDG110

Unit weight£¬g/m2

370¡À50

450¡À50

550¡À50

700¡À50

1100¡À50

Width£¬m

1.0+0.2/-0 or 2.0+0.2/-0

Tensile strength£¬kN/m¡Ý

25

35

50

80

110

Elongation£¬%¡Ü

12

Tensile strength at 2% strain£¬kN/m¡Ý

6

9

10

23

30

Tensile strength at 5% strain£¬kN/m¡Ý

12

18

25

44

60

Roll length£¬m

50+0.25/-0

 

PP biaxial geogrid

 

 

 

 Technical data

Item

Art. No.

PLB010301

PLB010302

PLB010303

PLB010304

PLB010305

Specs

TGSG15-15

TGSG20-20

TGSG30-30

TGSG40-40

TGSG45-45

Unit weight£¬g/m2

300¡À30

330¡À30

400¡À40

500¡À50

550¡À50

Width£¬m

4.0+0.2/-0

Tensile strength(MD)£¬

kN/m¡Ý

15

20

30

40

45

Tensile strength

(CD)£¬kN/m¡Ý

15

20

30

40

45

Elongation(MD)£¬%¡Ü

13

Elongation(CD)£¬%¡Ü

16

Tensile strength at 2% strain(MD)£¬kN/m¡Ý

5

8

11

13

16

Tensile strength at 2% strain(CD)£¬kN/m¡Ý

7

10

13

15

20

Tensile strength at 5% strain(MD)£¬kN/m¡Ý

8

10

15

16

25

Tensile strength at 5% strain(CD)£¬kN/m¡Ý

10

13

15

20

22

 

 
 
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