Quantifying the Influence of Geosynthetics on Pavement Performance (2017) / Chapter Skim
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Pages 153-156
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Standa Deter Geosy Mater AASHT 1.
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155 4.2. Loading Device -- The loading device shall be a top-loading, closed-loop, electro-hydraulic, or electro-pneumatic testing machine with a function generator that is capable of applying repeated cycles of haversine-shaped load pulse with 0.1-second loading and 0.9-second unloading periods.
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From page 156... ...
156 Table 1 -- Permanent Deformation Testing Protocol for Geosynthetic-Reinforced and Unreinforced Granular Material Stress Level Confining Pressure Max. Axial Stress Cyclic Stress Contact Stress No.
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