<b>Dry ripened mortar with quarry waste and rubber powder from unserviceable tires

Authors

  • José Aparecido Canova Universidade Estadual de Maringá
  • Generoso De Angelis Neto Universidade Estadual de Maringá
  • Rosângela Bergamasco Universidade Estadual de Maringá

DOI:

https://doi.org/10.4025/actascitechnol.v37i1.19907

Keywords:

plastering, deformation modulus, cracking

Abstract

Stone-quarry fines have been evaluated in mortar and concrete, but have presented drying shrinkage and consequently higher incidence of cracks than those with natural sand. This study compared the dry ripened mortar in two types of aggregates added of 8% rubber powder. It was used quicklime, artificial and natural sand in volumetric proportions of 1:6. Mixtures were oven-dried, received the cement, establishing the volumetric proportion of 1: 1.5:9. Inplastic state, we evaluated aspects such as consistence, air content, water retention and bleeding; whereas compressive strength, static deformation modulus and water absorption by capillarity was determined in hardened state. Cracking aspects were evaluated in substrate. As a result, the mortar with artificial sand showed higher increases in compressive strength, capillarity rate and cracking, and greater reductions in air content and bleeding. As for the rubber powder, exhibited a greater reduction in the cracking rate and capillarity was found.

 

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Author Biographies

José Aparecido Canova, Universidade Estadual de Maringá

Departamento de Engenharia Civil, Írea - Construção Civil

Generoso De Angelis Neto, Universidade Estadual de Maringá

Departamento de Engenharia Civil, Írea - Construção Civil

Rosângela Bergamasco, Universidade Estadual de Maringá

Departamento de Engenharia Quimica, Írea - Tratamento de Efluentes

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Published

2015-01-06

How to Cite

Canova, J. A., De Angelis Neto, G., & Bergamasco, R. (2015). <b>Dry ripened mortar with quarry waste and rubber powder from unserviceable tires. Acta Scientiarum. Technology, 37(1), 25–31. https://doi.org/10.4025/actascitechnol.v37i1.19907

Issue

Section

Civil Engineering

 

0.8
2019CiteScore
 
 
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0.8
2019CiteScore
 
 
36th percentile
Powered by  Scopus

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