Rheological behavior of Portland cement pastes and self-compacting concretes containing porcelain polishing residue

被引:48
作者
de Matos, Paulo Ricardo [1 ]
de Oliveira, Alexandre Lima [2 ]
Pelisser, Fernando [1 ]
Prudencio Jr, Luiz Roberto [1 ]
机构
[1] Fed Univ Santa Catarina UFSC, Dept Civil Engn, Florianopolis, SC, Brazil
[2] Fed Inst Santa Catarina IFSC, Dept Civil Engn, Florianopolis, SC, Brazil
关键词
Self-compacting concrete; Cement paste; Rheology; Porcelain polishing residue; Limestone powder; Workability; HIGH-PERFORMANCE CONCRETE; WATER FILM THICKNESS; CONSOLIDATING CONCRETE; MINERAL ADMIXTURES; FLY-ASH; BLENDED CEMENTS; CERAMIC SLUDGE; FRESH CONCRETE; PARTICLE-SIZE; MIX-DESIGN;
D O I
10.1016/j.conbuildmat.2018.04.212
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Brazil is the second largest producer of ceramic tiles in the world, generating 60,000 tons of porcelain polishing residue (PPR) annually. This material presents high pozzolanic activity, with great potential for use as a supplementary cementitious material. In this work, cement pastes and self-compacting concretes (SCCs) with different replacement levels of Portland cement by two PPR5 and a limestone powder were prepared. The flow behavior of the mixtures was evaluated by paste and concrete rheometry and concrete workability tests. The results showed that the replacement by either PPR increased the plastic viscosity and yield stress of pastes. In the SCCs, replacement of the cement by up to 20% of PPR resulted in mixtures with similar rheological properties and better passing abilities compared with the reference paste (no replacement). Higher contents led to considerable increases in the viscosity and significant reductions in the passing ability of the SCCs. The replacement of cement by limestone powder led to reduction in viscosity and yield stress, both in pastes and concretes. The slump flow and T-500 did not show good correlations with the theological parameters of the SCCs, while V-Funnel time and J-Ring/slump flow ratio adequately evaluated the viscosity and passing ability of the mixtures, respectively. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:508 / 518
页数:11
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