Place of Origin:
China
Brand Name:
zhongloo
Certification:
ISO,SGS
Model Number:
Geotube
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Sludge Dewatering Geotextile Tube Sand Bag Geo Container Geotube for Breakwater Embankment Cofferdam Jetty Riverbank
Geotubes have different levels of strength and permeability, high UV resistance and durability such as sea water and microbial erosion.
It can be applied to many water conservancy and ocean engineering, such as: bank protection, breakwater, wave breakwater, river surge regulation, tubular containment structure, etc.
At the same time, it is used in the dehydration treatment of industrial waste, sludge treatment, coal mine and agricultural waste.
Iterm | Unit | Standard | Index | |||
HT500 | HT750 | HT1000 | ||||
Tensile Strength | Radial Direction | KN/M | ISO 10319-2015 | 85 | 130 | 220 |
Zonal Direction | KN/M | ISO 10319-2015 | 115 | 120 | 200 | |
Elongation at Break | Radial Direction | % | ISO 10319-2015 | 13 | 12 | 13 |
Zonal Direction | % | ISO 10319-2015 | 8 | 8 | 8 | |
Joint Tensile Strength | KN/M | ISO 10319-2015 | 90 | 100 | 170 | |
CBR | KN | GB/T14800-2010 | 9 | 15 | 20 | |
Dynamic Perforation | MM | GB/T17630-1998 | 8 | 10 | 8 | |
Effective Aperture(O90) | MM | GB/T14799-2005 | 0.45 | 0.4/0.28 | 0.45 | |
Permeability(Q50) | L/m2/s | GB/T15789-2005 | 35 | 14 | 18 | |
UV Resistance | % | ASTM D4355-2014 | 90 | 85 | 85 |
Advantages of Geotube
1. Superior Durability
2. High Permeability
3. UV Resistance
4. High Tensile Strength
Product Application
Sludge Treatment
The volume of sludge can be reduced by more than 90%, and it contains a higher proportion of solid content, making it easier to remove and process.
Revetment, Breakwater Core
The embankment core filling geotechnical pipe bag breakwater is a breakwater made of new materials. It forms a kind of breakwater by filling the geotechnical pipe bag with sea sand. Not only saves the construction cost of the breakwater, but also makes better use of environmental resources, and can well meet the construction and functional requirements of the breakwater.
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