Sell Staple Fiber Needle Punched Geotextile

Material

PP(polypropylene fiber)or PET(polyester fiber)

Type

1.Staple fiber needle punched nonwoven geotextile

2.filament spunbond needle punched nonwoven geotextile

Techinics 

Needle punched 

Specification

**0g/m2—**0g/m2 or as your request

Width 

1m—6m(as you demand)

Length 

**0m(as you demand)

Color 

White black or others 

Packing 

1. Inside: paper pipe or PVC pipe; Outside: white PP bags or Black PE geomembrane
2. as request

Load 

According to your specification

Delivery time

Within *0 days after confirming the order

Application 

1. Filtration
It can be the filtration layer of the dykes, river canal, seacoast, concrete slope, retaining walls. At the same time of preventing the clay granule from passing, it allows the water and the gas pass through freely.

2.Separation:
The isolation of the railway dregs and the roadbed, roadbed and the soft base, surface of the airdrome and parking lot and the groundsill, different dam materials. It isolates the soil and the gravel of two kinds different granule pathway from the groundsill or other buildings.. 

3. Reinforcement
The highway, railway, soil-stone dam, breakwater, airport, backfill soil of retaining wall, slope protection, etc in which distributes the earth stress, prevents the side-displacement of the earth body and improves the earth body stability. 

NO.

Item 

Specification

Note

**0

**0

**0

**0g

**0

**0g

**0

**0

**0

**0

**0

1

Weight Variation%

*8

*8

*8

*8

*7

*7

*7

*7

*6

*6

*6

2

Thickness mm≥

0.9

1.3

1.7

2.1

2.4

2.7

3.0

3.3

3.6

4.1

5.0

3

Width Variation %

*0.5

4

Breaking Strength

 KN/m ≥

2.5

4.5

6.5

8.0

9.5

*1.0

*2.5

*4.0

*6.0

*9.0

*5.0

MD and TD

5

Elongation at Break %

*5~**0

6

CBR Mullen Burst 

Strength

 KN≥

0.3

0.6

0.9

1.2

1.5

1.8

2.1

2.4

2.7

3.2

4.0

7

Sieve Size O*0 mm

0.*7~0.2

8

Vertical Permeability

Coefficient cm/s

K× (***1~***3)

k=1.**9.9

9

Tear Strength KN≥

0.*8

0.*2

0.*6

0.*0

0.*4

0.*8

0.*3

0.*8

0.*2

0.*6

0.6

 MD and TD