Time-and-Depth-Dependent Model of Chloride Diffusion Coefficient for Concrete Members Considering the Effect of Coarse Aggregate
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DOI: 10.1061/(asce)mt.1943-5533.0002161
Abstract: AbstractChloride-induced reinforcement corrosion is one of the major causes of durability failure of concrete structures in a salty environment. Because concrete is a kind of heterogeneous material... read more here.
Keywords: dependent model; model chloride; chloride diffusion; diffusion coefficient ... See more keywords