LK-TGB01
Guide The Construction
5-30 Years
CE, ISO
Smooth Side
Hydraulic Project, Geotechnical Project, Environmental Project
Puncture Resistance, Impact Resistance, Tear Resistance
PP\Pet
White
2m-6m (as Customrized)
30m, 100m or Customized
Woven Plastic Bag
ASTM GM13
Within 15day
Looking-forward
Woven Bag
high-density polyethylene
Shandong, China
5602100000
Product Description


1. Reinforcement effect: Used in rock engineering such as highways, railways, airports, stone dams, slope embankments, retaining walls, and embankments, to disperse soil stress, increase soil modulus, limit soil slip, and improve stability.
2. Protection function: prevent the embankment from being washed away by wind, waves, tides, and rain, and use it for bank protection, slope protection, bottom protection, and soil erosion prevention.
3. Reverse filtration: Used as a filter layer for embankments, dams, rivers, and coastal rocks, soil slopes, and retaining walls, to prevent sand particles from passing through and allow water or air to pass freely.
TDS technical indicators
Specification | 100 | 150 | 200 | 250 | 300 | 350 | 400 | 450 | 500 | 600 | 800 | Remark |
Quality deviation per unit acreage% | -6 | -6 | -6 | -5 | -5 | -5 | -5 | -5 | -4 | -4 | -4 | |
Thickness, mm≥ | 0.8 | 1.2 | 1.6 | 1.9 | 2.2 | 2.5 | 2.8 | 3.1 | 3.4 | 4.2 | 5.5 | |
Width deviation for range, %m | -0.5 | |||||||||||
Mightiness at break, KN/m ≥ | 4.5 | 7.5 | 10.0 | 12.5 | 15.0 | 17.5 | 20.5 | 22.5 | 25.0 | 30.0 | 40.0 | Vertical and horizontal |
Elongation at break, % | 40-80 | |||||||||||
CBR bursting strength, KN≥ | 0.8 | 1.4 | 1.8 | 2.2 | 2.6 | 3.0 | 3.5 | 4.0 | 4.7 | 5.5 | 7.0 | |
Effective aperture O90 (O95) mm | 0.07-0.20 | |||||||||||
Vertical osmotic coefficient, cm/s | K x(10-1-10-3) | K=1.0-9.9 | ||||||||||
Tearing strength, KN≥ | 0.14 | 0.21 | 0.28 | 0.35 | 0.42 | 0.49 | 0.56 | 0.63 | 0.70 | 0.82 | 1.10 | Vertical and horizontal |



