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- W4380485132 abstract "Using deicing chemicals, such as sodium chloride (NaCl), on roadways lowers the freezing point of water, resulting in less skidding, less hydroplaning, and more friction. NaCl corrodes reinforcement structures and is prone to environmental factors that result in runoff and dilution. NaCl also has limitations regarding its deicing capabilities; therefore, a supplement should be used to decrease corrosion and aid in lowering the freezing point of water, such as AMP, which is a liquid inhibitor specifically used to augment NaCl brine. Incorporating AMP as a solute in NaCl brine aids with bonding to the road’s surface and lowers water’s freezing point even further than NaCl alone. This study was conducted to explore the optimum solution of AMP and NaCl with respect to hardened concrete properties and freeze-thaw resistance for concrete containing a 20% fly ash replacement for cement. Fresh and hardened properties of concrete were determined following AASHTO or ASTM standards. Compressive strength, tensile strength, and flexural strength were used to compare the impact of AMP on hardened properties. Durability was determined using relative dynamic modulus (RDME) and scaling following BNQ 2621. Incorporating AMP into a NaCl brine solution had a neutral reaction when increasing AMP, thus, resulting in minimal losses in hardened properties or scaling resistance with up to 15% AMP. The freeze-and-thaw results indicated a decrease in resistance in the durability factor when the cement was replaced with fly ash." @default.
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- W4380485132 date "2023-06-13" @default.
- W4380485132 modified "2023-09-25" @default.
- W4380485132 title "Effect of Deicing Chemicals and Fly Ash on Durability and Mechanical Properties of Concrete" @default.
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- W4380485132 doi "https://doi.org/10.1061/9780784484913.024" @default.
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