Zhang Hongyue, Jin Jiaxu, Wu Pengfei
School of Civil Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China.
School of Civil Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China.
Micron. 2025 Nov;198:103871. doi: 10.1016/j.micron.2025.103871. Epub 2025 Jul 3.
After experiencing periodic freeze-thaw cycles, the mesostructure of tailings sand in the tailings pond in seasonal frozen regions deteriorates, which directly threatens the safe and stable operation of the tailings pond. In order to reveal the alterations law of the mesostructure of iron tailings sand under the action of freeze-thaw cycles, the pore structure of iron tailings sand was characterized based on industrial X-ray microtomography technology. The response and variation trends of the pore structure of tailings sand to the moisture content and the number of freeze-thaw cycles were analyzed. A numerical model considering the irregular characteristics of particles was established to explore the dynamic process of the mechanical response among tailings sand particles under the action of freeze-thaw cycles. The results show that: the freeze-thaw effect leads to a decrease in the friction angle among tailings sand particles and an increase in the number of particles with an orientation angle of 45 °. The influence of moisture content on the throat diameter and pore coordination number is greater than that of the number of freeze-thaw cycles. There is a dynamic balance between the connection of small pores and the splitting and disintegration of large pores under different numbers of freeze-thaw cycles. During the freezing process of pore water in tailings sand, the particles in the specimen expand from the center to the periphery, and a force chain discontinuity area appears in the center of the model. Moreover, the area of the force chain discontinuity region is affected by the moisture content and the number of freeze-thaw cycles. A higher moisture content results in a larger pore expansion rate, fewer inter-particle contacts and a greater volume expansion. The research results of this paper can provide a reference for the safe and stable operation of tailings dams in seasonal frozen regions, and also support the establishment of the strength deterioration mechanism of tailings sand at the mesoscale under the action of freeze-thaw and the analysis of its influencing factors.
经历周期性冻融循环后,季节性冻土地区尾矿库中尾矿砂的细观结构劣化,直接威胁尾矿库的安全稳定运行。为揭示冻融循环作用下铁尾矿砂细观结构的变化规律,基于工业X射线显微断层扫描技术对铁尾矿砂的孔隙结构进行表征。分析了尾矿砂孔隙结构对含水量和冻融循环次数的响应及变化趋势。建立了考虑颗粒不规则特性的数值模型,以探究冻融循环作用下尾矿砂颗粒间力学响应的动态过程。结果表明:冻融作用导致尾矿砂颗粒间摩擦角减小,且取向角为45°的颗粒数量增加。含水量对喉道直径和孔隙配位数的影响大于冻融循环次数。在不同冻融循环次数下,小孔连接与大孔劈裂解体之间存在动态平衡。尾矿砂孔隙水冻结过程中,试样内颗粒由中心向周边膨胀,模型中心出现力链间断区域。而且,力链间断区域面积受含水量和冻融循环次数影响。含水量越高,孔隙膨胀率越大,颗粒间接触越少,体积膨胀越大。本文研究成果可为季节性冻土地区尾矿坝的安全稳定运行提供参考,也为冻融作用下尾矿砂细观尺度强度劣化机制的建立及其影响因素分析提供支撑。