Çinku Kenan, Akkaya Ufuk Gökhan
Department of Mining Engineering, Faculty of Engineering, Hadimkoy Campus, Istanbul University - Cerrahpasa, 34500, Istanbul, Turkiye.
Heliyon. 2024 Oct 18;10(22):e39588. doi: 10.1016/j.heliyon.2024.e39588. eCollection 2024 Nov 30.
One of the challenges encountered in mining is acid mine drainage (AMD) in sulphurous ores in response to rainfall and groundwater. CPB one of the most prevalent waste management systems addresses this issue today. Nevertheless, in the long term, the concretion in CPB may become ineffective because of external factors, such as groundwater and rainfall. The relevant sources in the literature have no mention of AMD problems that may occur in the long term with CPB, particularly in metallic ores. Most studies indicate that the issue which can be prevented by using cement. However, due to the destructive effects of nature, cement alone would be insufficient. Consequently, the research's principal aim is to form CPB hydrophobic, thereby reducing the interaction between CPB and water. In the study, stearic acid was chosen as the hydrophobic agent and application method to the CPB and the changes in load-bearing capacity were studied. Specimens were tested by ion chromatography, X-ray diffraction (XRD), elemental analysis by combustion, water absorption, uniaxial compressive strength (UCS), and scanning electron microscopy (SEM). There was a decrease in the load-bearing capacity while gaining the hydrophobic properties of the material. The results confirm the validity of the selected agent and method and reveal that the effect of sulphate decreases with increasing hydrophobicity yet, there is no significant decrease in the 7, 14, and 28-day UCS tests. The optimal results were achieved when Stearic Acid (SA) was used at a concentration of 1.25 % for 7 % Portland cement and 0.75 % for 11 % Portland cement, with a UCS strength of 1.223 and 2.008 MPa, respectively. The expected benefit of stearic acid was realized as the water absorption value of the reference sample was 2.50 times higher in 7 % cement and 4.25 times higher in 11 % cement than the same value in Hydrophobic Cemented Paste Backfill (H-CPB). These results indicate that AMD formation can be prevented in the future with H-CPB. The results demonstrate that stearic acid, with the new methodology, forms the CPB hydrophobic, while only an acceptable strength loss was observed. Additionally, the outcomes point out that the methodology adopted does not consider a significantly adverse impact on hydration phase of concretation and can be utilized as an environmentally friendly backfilling method, thereby being evaluated as the cleaner backfilling for further CPB applications.
采矿过程中遇到的挑战之一是硫化矿石在降雨和地下水作用下产生的酸性矿山排水(AMD)。目前,最普遍的废物管理系统之一——混凝土胶结充填料(CPB)解决了这个问题。然而,从长远来看,由于地下水和降雨等外部因素,CPB中的固结可能会失效。文献中的相关资料未提及CPB长期可能出现的AMD问题,尤其是在金属矿石中。大多数研究表明,使用水泥可以预防这个问题。然而,由于自然的破坏作用,仅靠水泥是不够的。因此,该研究的主要目的是使CPB具有疏水性,从而减少CPB与水之间的相互作用。在该研究中,选择硬脂酸作为疏水剂,并研究了其在CPB中的应用方法以及承载能力的变化。通过离子色谱、X射线衍射(XRD)、燃烧元素分析、吸水率、单轴抗压强度(UCS)和扫描电子显微镜(SEM)对试样进行了测试。材料在获得疏水性的同时,承载能力有所下降。结果证实了所选试剂和方法的有效性,并表明随着疏水性的增加,硫酸盐的影响会降低,但在7天、14天和28天的UCS试验中,强度没有显著下降。当硬脂酸(SA)的浓度分别为7%波特兰水泥时为1.25%,11%波特兰水泥时为0.75%时,可获得最佳结果,UCS强度分别为1.223和2.008MPa。硬脂酸的预期效果得以实现,因为参考样品在7%水泥中的吸水率比疏水性混凝土胶结充填料(H-CPB)中的吸水率高2.50倍,在11%水泥中高4.25倍。这些结果表明,未来使用H-CPB可以防止AMD的形成。结果表明,采用新方法的硬脂酸使CPB具有疏水性,同时仅观察到可接受的强度损失。此外,结果指出所采用的方法对固结的水化阶段没有显著的不利影响,并且可以用作一种环境友好的回填方法,因此被评估为更清洁的回填方法,可进一步应用于CPB。