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Multi-axial tensile testing
a new standard in geogrid testing. Utilizing astm d5617 to compare geogrid performance Reflective of real-world stresses
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CURRENT geogrid SPECIFICATIONS
FOR RIB STRENGTH/PROPERTIES: ASTM D6637 UltIMATE TENSILE STRENGTH TENSILE STRENGTH AT 2% STRAIN TENSILE STRENGTH AT 5% STRAIN FOR GRID JUNCTION STRENGTH/PROPERTIES: Gri-gg2 –junction strength Army corp of engineers - Aperture stability All single plane tests that show: index values for quality assurance Comparative values to publish No relationship to in-use performance of geogrids
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Astm d5617: multi-axial tensile test
for geosynthetics Scope: “…covers the measurement of the out-of-plane response of geosynthetics to a force applied perpendicular to the initial plane of the sample.” Primarily used in testing of geomembranes
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Astm d5617: multi-axial tensile test
for geosynthetics Optimum for geogrid testing because: Stresses entire grid assembly Applies short-term, high-intensity load
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Rectangular vs. triangular aperture?
Why consider Astm d5617? Best imitates the wheel loading through a compacted base course in a laboratory environment ‘apples to apples’ Performance comparison on geogrid styles Rectangular vs. triangular aperture? No rib tensile strength values (Δ) Aperture stability value: lower torque (Δ)
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Astm d5617 results and feedback IDEAL FOR PERFORMANCE COMPARISON
4 repeatable, definable test results: Deflection at rupture Pressure at rupture Axi-symmetric break resistance strain Failure specifics IDEAL FOR PERFORMANCE COMPARISON
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Tbx biaxial geogrid vs. triangular aperture grid
RESULTS
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