Article ID Journal Published Year Pages File Type
6717900 Construction and Building Materials 2016 15 Pages PDF
Abstract
The experimental program consisted of studying basic properties and time-dependent shrinkage and creep up to 1000 days. The results showed that shrinkage and creep strains increase with the replacement percentage, and the use of pre-saturated recycled aggregates leads to different time-dependent development of shrinkage and creep strains at early ages due to the internal curing effect. Finally, a function to predict recycled concrete shrinkage and creep coefficients was adjusted according to the content of recycled aggregates and concrete age.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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