Geosynthetic Design Parameters: biaxial_geogrid
Geosynthetic engineering design parameters per AASHTO M288-21, FHWA NHI-07-092, and GRI standards — geotextiles (woven, nonwoven), geogrids (uniaxial, biaxial, triaxial), geomembranes (HDPE, LLDPE, PVC), GCL, geocomposite drains, and erosion control mats with tensile strength, reduction factors, hydraulic properties, and survivability classes
| product type | application class | application | elongation at break pct typical | mass per unit area g per m2 typical (g/m2) | notes | reduction factor creep (dimensionless) | reduction factor durability (dimensionless) | reduction factor installation damage (dimensionless) | tensile strength kN per m min (kN/m) | tensile strength kN per m typical (kN/m) | test methods |
|---|---|---|---|---|---|---|---|---|---|---|---|
| biaxial_geogrid | stabilization#12.0kN | stabilization | 15 | 5 | ASTM D6637; ASTM D7737; GRI GG1/GG2 | 1.2 | 1.3 | 50 | 7.5 | 12 | 1.10 |
| biaxial_geogrid | stabilization#25.0kN | stabilization | 15 | 5 | ASTM D6637; ASTM D7737 | 1.2 | 1.25 | 50 | 15 | 25 | 1.10 |
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