High tensile strength
Available grades from 15 to 50 kN/m support reinforcement requirements for a range of transportation and civil-engineering applications.
Polypropylene biaxial geogrids for subgrade reinforcement, pavement reinforcement and slope-stabilization applications.
Biaxially stretched plastic geogrids provide balanced tensile performance and are used in transportation infrastructure, bearing-ground reinforcement and slope-protection systems.
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Biaxially stretched plastic geogrids are polypropylene reinforcement geosynthetics designed for subgrade improvement, pavement reinforcement and load-distribution applications. Their tensile performance is defined across multiple grades and they are supplied for a range of transportation and civil-engineering uses.
Typical uses include reinforcement of highways, railways and airports, as well as bearing-ground reinforcement for large parking areas and wharf freight yards. They can also be used for secondary reinforcement of slopes after uniaxial geogrid reinforcement, slope strengthening, erosion-control works, culvert reinforcement, slope protection along railways and highways, and reinforcement in mining and tunnel projects.
Available grades from 15 to 50 kN/m support reinforcement requirements for a range of transportation and civil-engineering applications.
The product is designed for tensile performance in both principal directions for subgrade and pavement reinforcement applications.
The supplied technical data defines longitudinal and transverse yield-elongation requirements for the available product grades.
The product data highlights convenient and efficient construction for reinforcement works.
Suitable for highways, railways, airports, parking areas, wharf yards, slopes, culverts, mines and tunnel-related reinforcement projects.
| Property | TDGD 15-15 | TDGD 20-20 | TDGD 25-25 | TDGD 30-30 | TDGD 35-35 | TDGD 40-40 | TDGD 45-45 | TDGD 50-50 |
|---|---|---|---|---|---|---|---|---|
| Longitudinal and transverse tensile yield stress — kN/m | ≥ 15 | ≥ 20 | ≥ 25 | ≥ 30 | ≥ 35 | ≥ 40 | ≥ 45 | ≥ 50 |
| Longitudinal yield elongation — % | ≤ 15 | ≤ 15 | ≤ 15 | ≤ 15 | ≤ 15 | ≤ 15 | ≤ 15 | ≤ 15 |
| Transverse yield elongation — % | ≤ 13 | ≤ 13 | ≤ 13 | ≤ 13 | ≤ 13 | ≤ 13 | ≤ 13 | ≤ 13 |
| Tensile force at 2% elongation — kN/m | ≥ 5 | ≥ 7 | ≥ 9 | ≥ 10.5 | ≥ 12 | ≥ 14 | ≥ 16 | ≥ 17.5 |
| Tensile force at 5% elongation — kN/m | ≥ 7 | ≥ 14 | ≥ 17 | ≥ 21 | ≥ 24 | ≥ 28 | ≥ 32 | ≥ 35 |
| Width — m | 1–6 | 1–6 | 1–6 | 1–6 | 1–6 | 1–6 | 1–6 | 1–6 |
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