| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4913527 | Construction and Building Materials | 2017 | 14 Pages |
Abstract
The results lead to establishing that with this treatment, mussel shell replacement should be limited to 25% of fine or coarse aggregates, or 12.5% of both fine and coarse aggregates. With these percentages the NSC and the SC will display a correct behaviour.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Carolina MartÃnez-GarcÃa, Belén González-Fonteboa, Fernando MartÃnez-Abella, Diego Carro- López,