Geosynthetic Design Parameters: uniaxial_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 | notes | pullout resistance kN per m typical | 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 | transmissivity m2 per s (m2/s) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| uniaxial_geogrid | reinforcement#120.0kN | reinforcement | 12 | ASTM D6637; ASTM D7737; ASTM D6706 | 32 | 1.1 | 1.4 | 50 | 80 | 120 | 1.05 | 60 |
| uniaxial_geogrid | reinforcement#60.0kN | reinforcement | 12 | ASTM D6637 (tensile); ASTM D7737 (junction strength); ASTM D6706 (pullout); GRI GG1 (index tensile) | 30 | 1.15 | 1.45 | 50 | 30 | 60 | 1.10 | 25 |
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