Paste backfill of high-sulphide mill tailings using alkali-activated blast furnace slag: Effect of activator nature, concentration and slag properties

被引:129
作者
Cihangir, Ferdi [1 ]
Ercikdi, Bayram [1 ]
Kesimal, Ayhan [1 ]
Deveci, Haci [1 ]
Erdemir, Fatih [2 ]
机构
[1] Karadeniz Tech Univ, Dept Min Engn, TR-61080 Trabzon, Turkey
[2] Karadeniz Tech Univ, Dept Met & Mat Engn, TR-61080 Trabzon, Turkey
关键词
Alkali-activated slag; Activator nature; Activator concentration; Slag composition; Paste backfill; Pozzolanic activity; COMPRESSIVE STRENGTH; PORTLAND-CEMENT; PART II; HYDRATION; ACID; DURABILITY; CHEMISTRY; CONCRETE; DOSAGE; GGBS;
D O I
10.1016/j.mineng.2015.08.022
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The effect of activator type, concentration and slag composition on the strength and stability properties of paste backfill (CPB) of high-sulphide tailings using alkali-activated slag (AAS) as binder (7 wt.%) were investigated in this study. Acidic and neutral (AS-NS) slags were activated with liquid sodium silicate (LSS) and sodium hydroxide (SH) at 6-10 wt.% concentrations. Ordinary Portland cement (OPC) results were used for comparison. The strength development was found to remarkably improve with increasing the concentration from 6 to 8 wt.%. Further increase in concentration did not enhance the strength. SH was determined to produce higher early-age strength whilst LSS produced higher long-term strengths as an indication of slag selectivity for activators. More extensive gypsum formation was observed at lower concentrations in SEM/EDS studies. An increase in Na2O concentration raised the activator consumption. High concentrations also led to poorly crystallized C-S-H gel, loose structure and drying shrinkage cracks especially in NS-SH samples. A reduction in total porosity up to 20% was obtained in AAS samples compared to OPC. Amorphous structure, chemical modulus ratio and/or basicity index (BI) values were seen to control the pozzolanic reactivity, and therefore, the alkali-activation and hardening process. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:117 / 127
页数:11
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