86-538-6130353 6130776
East End Of Panhe Street, Southeast Of Nanshanggao Village, Tai'an, Shandong, China (Mainland)
| Quantity(Square Meters) | 1 - 21000 | >21000 |
| Est. Time(days) | 9 | To be negotiated |
300gsm Reinforce Nonwoven Geotextile
Application of geotextiles
Filtration
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.
Separation
The isolation of the railway dregs and the roadbed, roadbed and the soft bas , surface of the airdrome and parking lot and the groundsill, different dam materials. It isolate the soil and the gravel of two kinds different granule pathway from the groundsill or other buildings.
Adding muscle
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.
Protection
It prevents the bank from being washed out, protects the bank and the bottom, prevents the water and soil from being washed away.
Short Fiber Non-woven Needle Geotextile
Item and Art No. | PLB 030 101 | PLB 030 102 | PLB 030 103 | PLB 030 104 | PLB 030 105 | PLB 030 106 | PLB 030 107 | PLB 030 108 | PLB 030 109 | PL B030 110 | PLB 030 111 |
Unit weight,g/m2 | 100 | 150 | 200 | 250 | 300 | 350 | 400 | 450 | 500 | 600 | 800 |
Weight tolerance% | -8 | -8 | -8 | -8 | -7 | -7 | -7 | -7 | -6 | -6 | -6 |
Thickness≥mm | 0.9 | 1.3 | 1.7 | 2.1 | 2.4 | 2.7 | 3.0 | 3.3 | 3.6 | 4.1 | 5.0 |
Break strength≥KN/m | 2.5 | 4.5 | 6.5 | 8.0 | 9.5 | 11.0 | 12.5 | 14.0 | 16.0 | 19.0 | 25.0 |
CBRPlunger Strength≥KN | 0.3 | 0.6 | 0.9 | 1.2 | 1.5 | 1.8 | 2.1 | 2.4 | 2.7 | 3.2 | 4.0 |
Tear Strength≥KN | 0.08 | 0.12 | 0.16 | 0.20 | 0.24 | 0.28 | 0.33 | 0.38 | 0.42 | 0.46 | 0.60 |
Width tolerance% | -0.5 | ||||||||||
Break elongation% | 25-100 | ||||||||||
Eos O90mm | 0.07-0.2 | ||||||||||
Vertical permeability coefficientcm/s | K×(10-1-10-3)K=1.0-9.9 | ||||||||||
