Power Point Tutorial - The Geosynthetic Institute

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8. CBR Puncture Strength California Bearing Ratio (CBR) is a soil strength test adopted for geosynthetics puncture follows ASTM D6241 using the same device probe is 2.0 in. (50 mm) diameter container is 6.0 in. (150 mm) diameter 10 specimens across roll width take average value of each every 20,000 lb (9,000 kg)
D6241 - Puncture (CBR) Strength (Evaluates Strength at Rupture and Accompanying Deformation)
Page 1 and 2: GRI-GM22 GM22 Specification Reinfor
Page 3 and 4: Preliminary Comments definition of
Page 5 and 6: 1. Thickness follows ASTM D751 dead
Page 7 and 8: 2. Weight correct term is mass per
Page 9 and 10: 3/4 & 5/6. Grab and Strip Tensile S
Page 11 and 12: ASTM D7003 - Strip Tensile Test (Me
Page 13: D5884 Tongue Tear
Page 17 and 18: ASTM D751 - Hydrostatic Resistance
Page 19 and 20: ASTM E96 - Water Vapor Transmission
Page 21 and 22: HP-OIT (ASTM D5885)
Page 23 and 24: 12. Ultraviolet Resistance assessme
Page 25 and 26: In Addition to the OIT Criterion in
Page 27 and 28: Concluding Comments specification a

Power Point Tutorial - The Geosynthetic Institute

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