Customization: | Available |
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Warranty: | More Than 5 Years |
Color: | White Black Gray(as Request) |
Suppliers with verified business licenses
Audited by an independent third-party inspection agency
Geotextile
Spec Properties
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NL10
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NL15
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NL20
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NL30
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NL40
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NL50
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NL60
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NL70
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NL80
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Weight g /
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100
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150
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200
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300
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400
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500
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600
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700
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800
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Break Strength
KN /m
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4.5
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7.5
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10
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15
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20
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25
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30
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40
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50
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Break Elongation %
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25 ~ 200
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CBR Burst Strength≥
KN
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0.8
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1.6
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1.9
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2.9
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3.9
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5.3
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6.4
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7.9
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8.5
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Weight | 100g | 150g | 200g | 250g | 300g | 400g | 500g | 600g | 800g |
Weight Variation (%) |
-8 | -8 | -8 | -8 | -7 | -7 | -6 | -6 | -6 |
Thickness (mm) |
0.9 | 1.3 | 1.7 | 2.1 | 2.4 | 3.0 | 3.6 | 4.1 | 5.0 |
Width Variation (%) |
-0.5 | ||||||||
Breaking Strength (MD and TD) (KN/m) |
2.5 | 4.5 | 6.5 | 8.0 | 9.5 | 12.5 | 16.0 | 19.0 | 25.0 |
Elongation at Break (MD and TD) (%) |
25~100 | ||||||||
CBR Mullen Burst Strength (KN) |
0.3 | 0.6 | 0.9 | 1.2 | 1.5 | 2.1 | 2.7 | 3.2 | 4.0 |
Sieve Size O90 (mm) |
0.07~0.2 | ||||||||
Vertical Permeability Coefficient (cm/s) |
K*(10-1-10-3) (K=1.0~9.9) |
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Tear Strength (MD and TD) (KN) |
0.08 | 0.12 | 0.16 | 0.20 | 0.24 | 0.33 | 0.42 | 0.46 | 0.60 |
Weight | 100g | 150g | 200g | 250g | 300g | 400g | 500g | 600g | 800g |
Weight Variation (%) |
-6 | -6 | -6 | -5 | -5 | -5 | -4 | -4 | -4 |
Thickness (mm) |
0.8 | 1.2 | 1.6 | 1.9 | 2.2 | 2.8 | 3.4 | 4.2 | 5.5 |
Width Variation (%) |
-0.5 | ||||||||
Breaking Strength (MD and TD) (KN/m) |
4.5 | 7.5 | 10.0 | 12.5 | 15.0 | 20.5 | 25.0 | 30.0 | 40.0 |
Elongation at Break (MD and TD) (%) |
40~80 | ||||||||
CBR Mullen Burst Strength (KN) |
0.8 | 1.4 | 1.8 | 2.2 | 2.6 | 3.5 | 4.7 | 5.5 | 7.0 |
Sieve Size O90 (mm) |
0.07~0.2 | ||||||||
Vertical Permeability Coefficient (cm/s) |
K*(10-1-10-3) (K=1.0~9.9) |
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Tear Strength (MD and TD) (KN) |
0.14 | 0.21 | 0.28 | 0.35 | 0.42 | 0.56 | 0.70 | 0.82 | 1.10 |
Let us show you how easy the installation is and provide a few useful tips along the way. In our example,
First, you will need to excavate the roadway to the desired elevation. Then fully compact your subgrade, making sure you have removed all air and tightened the soil completely.
Step 2 - Unroll the reinforcement geotextile fabric
Roll the geotextile fabric on the compacted subgrade, making sure it's free of wrinkles and folds. Overlap your fabric as directed by the engineer. Cherokee can pre-see the fabric for you if a stitch seam is required. Contact your Cherokee representative to get pricing on factory seamed rolls in a wider widths.
Step 3 - See the geotextile fabric
This job required the fabric to be stitched on the job site. The fabric needs to be seamed with a dual thread lock stitch to prevent it from unthreading. We have equipment available for purchase or rental to do the stitching on the job. At the engineers discretion you can choose a prayer seam, j-seam, or butterfly seam. In this example we will be using a j-seam. We recommend doing two stitches on each seam to prevent any failure during installation.
Step 4 - Apply Aggregate
Place your aggregate to the specified thickness, ensuring that no equipment drives directly on the engineered fill. Make sure the fill has reached full compaction before the final step.
Step 5 - Lay Asphalt
Now that you have placed your subbase you are ready for your pavement layer (or layers depending on the project type).
Connection Width
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15cm ~ 20cm
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Connection Method
Classification by Thickness
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Natural Lap
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Suture Connection
Method
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Hot Air Welding
( Heat Gun
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Attention
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The preferred connection method is Hot Air Welding.
Suture Connection Method requires high quality of suture material.
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HDPE geomembrane is safe for the environment and does not contain any harmful chemicals that could leach into the surrounding soil or groundwater.