Strength and suction development of nano-cemented paste tailings materials

Amirreza Saremi, Mamadou Fall
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引用次数: 1

Abstract

This paper presents an experimental study of the strength and suction development of cemented paste backfill (CPB), which is an innovative cementitious construction material for mining (made by recycling mine waste into a construction material), and modified with nanoparticle (NP) additives. The effects of different amounts of four types of NP additives, including nano-silica (SiO2), nano-calcium carbonate (CaCO3), nano-iron oxide (Fe2O3), and nano-aluminum oxide (Al2O3), on the key engineering properties of CPB are investigated. An ether-based polycarboxylate superplasticizer (SP) is added to the backfill to help the NPs to better disperse in the mixture. Ordinary Portland cement is used as the binder in the CPB mixture. Uniaxial compressive tests (UCS) are conducted to determine the strength of the CPB, while suction monitoring experiments are performed to evaluate changes in suction with time. To understand the effects of the NP additives, different microstructural analyses and tests, including thermal analyses (thermogravimetry (TG), differential thermogravimetry (DTG)), mercury intrusion porosimetry (MIP), and X-ray diffraction (XRD) are conducted on the nano-CPB and the cement paste of nano-CPB. The results indicate that the addition of NP additives in the absence of SP results in lower strength due to high likelihood of agglomeration. In contrast, samples with SP and NP additives show a higher UCS and more suction than the control sample at the early ages of curing. It has been observed that the addition of NP additives results in the generation of more hydration products which enhance the interparticle friction and packing density of the CPB structure. Higher strength is obtained by increasing the SP content (0.25%) with the same NP content (1%). Enhancement of the strength of CPB and increase in suction, particularly at early ages, can have great importance in speeding up the mining cycle and thus increasing mining productivity, which is obviously associated with financial benefits to the mine.

纳米胶结膏体尾矿材料的强度与吸力发展
本文对胶结充填体(CPB)的强度和吸力发展进行了实验研究。CPB是一种创新的采矿用胶结建筑材料(通过将矿山废物回收为建筑材料制成),并用纳米颗粒(NP)添加剂进行了改性。研究了不同用量的纳米二氧化硅(SiO2)、纳米碳酸钙(CaCO3)、纳米氧化铁(Fe2O3)和纳米氧化铝(Al2O3)四种NP添加剂对CPB关键工程性能的影响。将醚基聚羧酸系高效减水剂(SP)添加到回填中,以帮助NP更好地分散在混合物中。CPB混合物中使用普通硅酸盐水泥作为粘合剂。进行单轴抗压试验(UCS)以确定CPB的强度,同时进行吸力监测实验以评估吸力随时间的变化。为了了解NP添加剂的影响,对纳米CPB和纳米CPB水泥浆体进行了不同的微观结构分析和测试,包括热分析(TG)、差热分析(DTG)、压汞孔隙率测定(MIP)和X射线衍射(XRD)。结果表明,在不存在SP的情况下添加NP添加剂会由于高的团聚可能性而导致较低的强度。相反,在固化的早期,含有SP和NP添加剂的样品显示出比对照样品更高的UCS和更多的吸力。已经观察到,NP添加剂的添加导致产生更多的水化产物,这提高了CPB结构的颗粒间摩擦和堆积密度。通过在相同NP含量(1%)的情况下增加SP含量(0.25%)可获得更高的强度。增强CPB强度和增加吸力,特别是在早期,对于加快采矿周期,从而提高采矿生产力具有重要意义,这显然与矿山的经济效益有关。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
9.20
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