Geosynthetic Design Parameters: HDPE_geomembrane

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

Civil Engineeringproduct_type: HDPE_geomembrane2 rows
product typeapplication classCBR puncture N min (N)applicationchemical resistanceelongation at break pct minelongation at break pct typicalexpected design life years (years)notesreduction factor creep (dimensionless)reduction factor durability (dimensionless)reduction factor installation damage (dimensionless)survivability classtensile strength kN per m min (kN/m)tensile strength kN per m typical (kN/m)test methodsthickness mm typical (mm)
HDPE_geomembranebarrier#1.5mm320barrierExcellent resistance to most acids bases and hydrocarbons; poor resistance to chlorinated solvents600800200GRI GM13 HDPE smooth 1.5 mm; tensile yield 22 kN/m; break elongation 600 pct min; puncture 320 N min; OIT 100 min standard or 400 min HP-OIT; carbon black 2-3 pct; ESCR 500 hr; standard for landfill bottom liner USEPA Subtitle D11.051.11.5mm2225ASTM D6693 ASTM D4833 ASTM D1004 ASTM D5397 ASTM D4218 ASTM D38951.5
HDPE_geomembranebarrier#2.0mm480barrierExcellent resistance to most acids bases and hydrocarbons; poor resistance to chlorinated solvents600800200GRI GM13 HDPE smooth 2.0 mm; yield strength approx 30 kN/m; break elongation 600 pct min; puncture 480 N min; used for landfill caps and high-stress applications11.051.12.0mm3040ASTM D6693 ASTM D4833 ASTM D1004 ASTM D5397 ASTM D4218 ASTM D38952

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