SciELO - Scientific Electronic Library Online

 
vol.69 número3A general method for designing non-symmetrical composite steel and concrete columns índice de autoresíndice de assuntospesquisa de artigos
Home Pagelista alfabética de periódicos  

Serviços Personalizados

Journal

Artigo

Indicadores

Links relacionados

Compartilhar


REM - International Engineering Journal

versão On-line ISSN 2448-167X

Resumo

BACARJI, Edgar; TOLEDO FILHO, Romildo Dias  e  NAVES, Leonardo Mendes. Technical viability of self-compacting concretes with by-products from crushed coarse aggregate production. REM, Int. Eng. J. [online]. 2016, vol.69, n.3, pp.265-271. ISSN 2448-167X.  http://dx.doi.org/10.1590/0370-44672015690119.

The main objective of this work is to present the technical viability of Self Compacting Concretes (SCC) containing by-products from crushed coarse aggregate production. For this purpose, a vast characterization of these by-products was made; six mixtures of SCC were produced using two different aggregates: granite and mica schist. The binder/dry aggregate (b/agg) ratio by mass was 1:3. The following properties were analyzed: compressive strength, direct tensile strength, flexural tensile strength and splitting tensile strength. Granite presented the best mechanical performance. The replacement of natural sand by granite sand generated concretes with the same level of compressive strength and caused an increase in tensile strength values. The incorporation of silica fume into concrete with granite produced an increase of 17% in compressive strength. So, the use of these by-product materials can provide a technically feasible solution that is also consistent with the aims of sustainable development and preservation of the environment.

Palavras-chave : self-compacting concrete; by-products; environmental preservation.

        · texto em Inglês     · Inglês ( pdf )