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Utilization of low-alkalinity binders in cemented paste backfill from sulphide-rich mine tailings

机译:利用低碱土粘合剂在硫化渣矿尾矿中的水泥浆料回填

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In this study, the basic properties of waste gypsum (WG), WG and reactive MgO-activated slag (MAS-WG) binders were experimentally explored. The effects of WG content in MAS-WG binders on the unconfined compressive strength (UCS) development of cemented paste backfill (CPB) from sulphide-rich mine tailings were investigated as well. The corresponding stabilization mechanisms were assessed through mineralogical and micro-structure analysis and leaching tests. The results showed that when the content of citric acid exceeded 0.15 wt% of WG content, the initial setting time and 28 d UCS of the WG plaster of 180 mm slump were over 1 h and 15.5 MPa, respectively. The appropriate WG incorporation improved the particle gradation of MAS-WG and MAS-WG-CPB mixtures. The main hydration products of MASWG plaster and MAS-WG-CPB from sulphide-rich tailings were crystalline CaSO4 center dot 2H(2)O, ettringite (AFt) and amorphous hydrated products (C-S-H/M-S-H). The proper WG incorporation in the MAS-WG binder also significantly enhanced the early age (14 d and 28 d) UCSs of MAS-WG plaster and MAS-WG-CPB, in which the reason is that appropriate WG incorporation accelerated the hydration process of GGBS in the alkaline solution by forming ettringite (AFt) and enhanced amorphous phase development resulting in the denser microstructure. A lot of WG incorporation made the 28 d UCSs of MAS-WG-CPB decrease due to the loose micro-structure resulted from the decrease of amorphous hydration products. However, the long-stage UCSs of MAS-WG-CPB after 120 d of curing were all stable (i.e., no strength loss) regardless of WG incorporation content, which were attributed to the low-alkalinity solution in MASWG-CPB preventing the secondary expansive hydration product formation. The long-stage (180 d) UCS of MAS-WG-CPB had positive correlations with the refined pore structure and the alkalinity of the leaching solution. (C) 2021 Elsevier Ltd. All rights reserved.
机译:在该研究中,实验探索废石膏(WG),WG和反应性MgO活化渣(MAS-WG)粘合剂的基本性质。研究了WG含量在MAS-WG粘合剂上对来自富含硫化矿尾矿的粘液浆料回填(CPB)的非束缚抗压强度(UC)的影响。通过矿物学和微结构分析和浸出试验评估相应的稳定机制。结果表明,当柠檬酸含量超过0.15wt%的Wg含量时,初始设定时间和28d折率为180mm坍落度的28d uc,分别超过1小时和15.5MPa。合适的WG掺入改善了MAS-WG和MAS-WG-CPB混合物的颗粒灰度。来自富含硫化物尾矿的Maswg石膏和MAS-WG-CPB的主要水合产物是结晶Caso4中心点2H(2)O,Ettringite(AFT)和无定形水合产物(C-S-H / M-H)。在Mas-Wg粘合剂中的适当WG掺入也显着增强了MAS-WG石膏和MAS-WG-CPB的早期(14d和28d)UCS,其中原因是适当的WG掺入加速了水合过程通过形成Ettringite(AFT)和增强的无定形相显影,在碱性溶液中产生GGB,导致更密集的微观结构。许多WG掺入使MAS-WG-CPB的28d UCS由于无松散的微观结构而导致的无定形水合产物的减少导致。然而,无论WG掺入含量掺入,MAS-WG-CPB的长期UCSS都是稳定的(即,没有强度损失),其归因于MASWG-CPB中的低碱度溶液,从而防止次要的膨胀水合产物形成。 MAS-WG-CPB的长期(180d)UCS与精制孔隙结构和浸出溶液的碱度具有正相关性。 (c)2021 elestvier有限公司保留所有权利。

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