Geosynthetic Design Parameters: triaxial_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 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| triaxial_geogrid | stabilization#15.0kN | stabilization | 10 | 5.5 | ASTM D6637; ASTM D7737; ASTM D7179 (confined compression) | 1.2 | 1.3 | 50 | 8 | 15 | 1.10 |
This is a sample. Search the full geosynthetic design parameters dataset and 300+ more by creating a free account and accessing the database.
Get started for FREE