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  1. Current design methods for GRS walls and abutments (e.g., AASHTO guideline, FHWA NHI manual, and NCMA manual) typically stipulate that design strength of geosynthetic reinforcement should be determined by applying reduction factors for installation damage, creep, and durability to the ultimate strength of geosynthetic reinforcement.subscript a as equal to T subscript ult divided by the product of FS and RF, is also equal to T subscript ult divided by the product of FS, RF subscript ID, RF subscript CR, and RF subscript D, and is also equal to K multiplied by T subscript ult." title="The equation calculates subscript a as equal to T subscript ult divided by the product of FS and RF, is also equal to T subscript ult divided by the product of FS, RF subscript ID, RF subscript CR, and RF subscript D, and is also equal to K multiplied by T subscript ult." / is the ultimate wide-width strip tensile strength of the geosynthetic (in accordance with ASTM D4595) based on the minimum average roll value (MARV) for the product.