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This thesis examines the development of a mix design adjustment method for fiber reinforced concrete (FRC) and super high performance concrete (SHPC) based on excess paste content. Reference mix designs from the Nevada and Nebraska Departments of Transportation were used. A modified ASTM C29 method was used to determine the void content of fiber-aggregate skeletons with varying fiber contents. Paste and fine aggregate contents were then adjusted to maintain excess paste quantity between reference mixes and

Author

basel abdu

Language

EN