岩土力学 ›› 2026, Vol. 47 ›› Issue (2): 627-639.doi: 10.16285/j.rsm.2025.00112CSTR: 32223.14.j.rsm.2025.00112

• 基础理论与实验研究 • 上一篇    下一篇

冻融循环作用下铁尾矿砂非均质堆积体力学性能劣化特征

张宏越,金佳旭,武鹏飞   

  1. 辽宁工程技术大学 土木工程学院,辽宁 阜新 123000
  • 收稿日期:2025-03-17 接受日期:2025-05-30 出版日期:2026-02-10 发布日期:2026-02-06
  • 通讯作者: 金佳旭,男,1984年生,博士,教授,主要从事固废资源化利用方面的研究工作。E-mail: jjx_605@163.com
  • 作者简介:张宏越,男,1997年生,博士,讲师,主要从事岩土力学与工程方面的研究工作。E-mail: lgd1232020@163.com
  • 基金资助:
    国家自然科学基金面上项目(No. 51974145)

Deterioration characteristics of mechanical properties of heterogeneous accumulation of iron tailings sand under the action of freeze-thaw cycles

ZHANG Hong-yue, JIN Jia-xu, WU Peng-fei   

  1. School of Civil Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China
  • Received:2025-03-17 Accepted:2025-05-30 Online:2026-02-10 Published:2026-02-06
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (51974145).

摘要:

尾矿砂非均质性堆积结构严重威胁尾矿库的安全稳定运行,但现有冻融循环作用导致尾矿砂非均质堆积体力学性能退化分析较少。基于三轴压缩试验、核磁试验对冻融循环作用下尾矿砂非均质堆积结构宏观力学性能、细观孔隙演化进行分析。结果表明:随着冻融循环次数增加,不同界面倾角试件抗剪强度均明显降低,降幅与倾角大小呈正相关;低围压下,倾角较大的试件应力-应变曲线表现为应变软化;冻融循环作用下,粗砂、细砂及各倾角试件变形模式可归纳为剪胀、剪胀-收缩并存,破坏模式为横向断裂;冻融循环导致尾矿砂试件孔隙水发生“迁移积累作用,而不同粒径尾矿砂堆积界面结构可大幅缩短迁移积累周期,表现为更剧烈的小孔隙连通与大孔隙塌陷现象;围压对尾矿砂起到强化作用,可放大冻融循环对尾矿砂强度劣化的影响;小颗粒对下层孔隙空间的填充作用,导致界面处尾矿砂强度增加,界面上方小颗粒处为弱结构面,更易出现结构劣化特征。该研究结果可为冻融作用下砂、土体力学性能退化提供宏-细观角度参考。

关键词: 冻融循环, 非均质性, 铁尾矿砂, 宏-细观结合, 力学性能

Abstract:

The heterogeneous accumulation structure of tailings sand poses a serious threat to the safe and stable operation of tailings ponds. However, analyses of how freeze-thaw cycles affect the mechanical properties of heterogeneous tailings-sand accumulations are limited. In this paper, based on triaxial compression tests and nuclear magnetic resonance tests, we analyze the macroscopic mechanical properties and mesoscopic pore evolution of the heterogeneous accumulation structure of tailings sand under the action of freeze-thaw cycles. Results show that as the number of freeze-thaw cycles rises, the shear strength of specimens with different interface inclination angles decreases significantly, and the magnitude of decrease correlates positively with the inclination angle. Under low confining pressure, the stress-strain curves of specimens with larger inclination angles exhibit strain softening. Under the action of freeze-thaw cycles, the deformation modes of coarse sand, fine sand, and specimens at various inclination angles can be categorized as shear dilation or a combination of shear dilation and contraction, with the failure mode being transverse fracture. Freeze-thaw cycles cause the “migration and accumulation” of pore water in tailings sand specimens. Interface structures of tailings sand accumulations with different particle sizes can significantly shorten the “migration and accumulation” period, presenting more intense phenomena of small pore connectivity and large pore collapse. Confining pressure strengthens tailings sand and can amplify freeze-thaw–induced strength deterioration. The filling of the lower-layer pore spaces by fine particles increases the interfacial strength of the tailings-sand at the interface. The small particles located above the interface act as weak structural planes and are more prone to deterioration. These findings provide both macroscopic and microscopic perspectives on how freeze-thaw cycles degrade the mechanical properties of sand and soil.

Key words: freeze-thaw cycles, heterogeneous, iron tailings sand, macro-mesoscopic combination, mechanical properties

中图分类号: TU 411
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