INFAP   20938
INSTITUTO DE FISICA APLICADA "DR. JORGE ANDRES ZGRABLICH"
Unidad Ejecutora - UE
congresos y reuniones científicas
Título:
Resistance of concrete with different aggregate origin
Autor/es:
NOCERA, O.C.; BENEGAS, O.A.; MEDICI, M.E.; UÑAC, R.O.; VIDALES, A M
Lugar:
Santiago de Chile, Chile
Reunión:
Congreso; VI Seminario Internacional de Procesamiento de Minerales PROCEMIN 2009; 2009
Resumen:
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This work presents a basic
physical characterization of coarse and fine aggregates that take part in the
preparation of concrete. Specifically, we deal with arids coming from a quarry
next to the city of San Luis, in Argentine. We characterize the material taking
into account its origin, i.e., if its grading curve is the result of natural
degradation (natural aggregate) or it comes from a grinding process (crushed
aggregates). Apparent and real densities, shape and compacity are some of the
parameters measured as a function of size and origin. We discuss the
differences found when the origin of the material is taken into account. Once
the material is characterized, we prepare several mixtures using different
ratios of natural and crushed aggregates to add to concrete. Six cores for each
mixture ratio were prepared and uniaxial compression tests were performed over
the cores. We obtain a non monotonic behavior of the material resistance as a
function of the percentage of crushed aggregates present in concrete. We
discuss and justify this behavior on the basis of the previous physical
characterization of the aggregates.