Department of Civil Engineering, University of Ottawa, Ontario, Canada, 161 Colonel By, Ottawa, Ontario, K1N 6N5, Canada.
Department of Civil Engineering, University of Ottawa, Ontario, Canada, 161 Colonel By, Ottawa, Ontario, K1N 6N5, Canada.
J Environ Manage. 2020 Sep 1;269:110772. doi: 10.1016/j.jenvman.2020.110772. Epub 2020 May 19.
In this research, the effect of curing temperature on the metalloid (As) leachability of cemented paste backfill (CPB; a mix of tailings, cement and water) is studied. ASTM C 1308 leaching protocol is used to determine the leachability of CPB samples subjected to different curing temperatures (2, 20 and 35 °C). In addition, the effect of curing temperature on the microstructure of CPB is assessed to determine if the temperature dependence of the leaching characteristics of CPB is related to variations in the microstructure of the cement matrix. The microstructural techniques used include, powder x-ray diffraction, mercury intrusion porosimetry, and scanning electron microscopy techniques. The results obtained indicate that the curing temperature has a significant effect on the leachability of CPB. It is found that as curing temperature increased from 2 °C to 35 °C the performance of the CPB for arsenic immobilization decreased. The magnitude of this temperature-induced change in As-leachability of CPB depends on the curing temperature range (low (≤20 °C) or elevated (35 °C) temperatures). This curing temperature dependency of the leachability of CPB is attributable to the temperature-induced changes in the pore structure of CPB, formation/development of hydration products and pH in the CPBs during the curing process. The results also indicate that diffusion dominates as the leaching mechanism through the studied temperature range and is independent of curing temperature. However, curing temperature does control the availability for arsenic to leach. The new findings presented in this paper will contribute to design more environmental-friendly cemented paste backfill materials and structures, which is vital for sustainable mining.
在这项研究中,研究了养护温度对胶结充填料(CPB;尾矿、水泥和水的混合物)中类金属(As)浸出性的影响。采用 ASTM C 1308 浸出规程来确定经受不同养护温度(2、20 和 35°C)的 CPB 样品的浸出性。此外,评估了养护温度对 CPB 微观结构的影响,以确定 CPB 浸出特性的温度依赖性是否与水泥基质微观结构的变化有关。所使用的微观结构技术包括粉末 X 射线衍射、压汞孔隙率和扫描电子显微镜技术。结果表明,养护温度对 CPB 的浸出性有显著影响。发现随着养护温度从 2°C 升高到 35°C,CPB 对砷的固定性能下降。CPB 中砷浸出率随温度变化的幅度取决于养护温度范围(低(≤20°C)或高(35°C)温度)。CPB 浸出率的这种养护温度依赖性归因于 CPB 孔结构、水合产物的形成/发展以及 CPB 在养护过程中的 pH 值随温度的变化。结果还表明,扩散是主要的浸出机制,在研究的温度范围内独立于养护温度。然而,养护温度确实控制着砷的浸出可用性。本文提出的新发现将有助于设计更环保的胶结充填料和结构,这对可持续采矿至关重要。