| dc.description.abstract | The incorporation of recycled concrete aggregate in new concrete is an alternative to reduce the environmental impacts related to this material. However, their use may increase concrete porosity and change their properties. In this context the rice husk ash can improve the properties of concrete, mainly mechanical properties and shrinkage. This work aims to analyze the concrete shrinkage, proposing a mathematical model for this phenomenon for concretes with the association of recycled concrete aggregates and rice husk ash. Concretes were produced with 25% and 50% of recycled concrete aggregate replacing natural aggregate; 0%, 10% and 20% replacement of cement by rice husk
ash, and 0.42, 0.53 and 0.64 water/binder ratios. The compressive strength was a
nalyzed at 7, 28, 63, 91 and 112 days. Tensile tests, absorption rate, capillary porosity
and total porosity were analyzed at 28 days of age; shrinkage was analyzed at 1, 4, 7, 14, 28, 63, 91 and 112 days of age. The obtained data indicate strong interaction between rice husk ash and recycled concrete aggregate, this interaction is even more evident when it is used 20% rice husk ash, for all properties studied. | en |
