Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6717900 | Construction and Building Materials | 2016 | 15 Pages |
Abstract
The experimental program consisted of studying basic properties and time-dependent shrinkage and creep up to 1000Â 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
Authors
Sindy Seara-Paz, Belén González-Fonteboa, Fernando MartÃnez-Abella, Iris González-Taboada,