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金属矿山 ›› 2026, Vol. 55 ›› Issue (6): 259-270.

• 安全与环保 • 上一篇    下一篇

数字图像测量技术下冻融尾细砂强度及剪切带演化研究

田雯菁1,2 郑学鑫1,2 岑 建1,2 李云飞1,2 张 鹏1,2 郑 伟1,2  宋会彬1,2 左雨田1,2   

  1. (1.中国恩菲工程技术有限公司,北京 100038; 2.尾矿库灾害防控技术与装备国家矿山安全监察局重点实验室,河南 洛阳 471900)
  • 出版日期:2026-07-15 发布日期:2026-07-16
  • 作者简介:田雯菁(1993—),女,工程师,博士。
  • 基金资助:
    国家重点研发计划项目(编号:2023YFC3012200)。

Study on Strength and Shear Band Evolution of Freeze-thaw Tailings Fine Sand Based on Digital Image Measurement Technology

TIAN Wenjing1,2 ZHENG Xuexin1,2 CEN Jian1,2 LI Yunfei1,2 ZHANG Peng1,2 ZHENG Wei1,2  SONG Huibin1,2 ZUO Yutian1,2   

  1. 1.China ENFI Engineering Co.,Ltd.,Beijing 100038,China;2.Key Laboratory of Disaster Prevention and Control Technology and Equipment for Tailings ponds,National Mine Satefy Administration,Luoyang 471900,China
  • Online:2026-07-15 Published:2026-07-16

摘要: 为探究冻融循环作用对西藏地区铜尾细砂力学特性及剪切带演化机制的影响,开展了不同冻融循环次 数与围压条件下的三轴剪切试验,并采用数字图像测量技术进行了全表面的应变测量。研究揭示了饱和尾细砂的应 力—应变特性、强度特征、弹性模量及抗剪强度指标的变化规律,通过Logistic模型描述了黏聚力、内摩擦角的衰变规 律,定量表征了冻融作用对剪切带萌生时间与萌生应变的影响,并分析了演化路径。结果表明:围压与冻融循环作用 对尾细砂的力学行为呈现显著对抗效应,围压通过增强侧向约束提升破坏强度、促进塑性变形并抑制弹性模量衰减; 冻融循环通过反复冻胀和融沉作用导致强度与弹性模量降低,加剧脆性破坏倾向。随着冻融循环次数的增加,黏聚 力与内摩擦角因胶结结构破坏及颗粒棱角研磨作用而显著衰减,衰减程度为尾矿库工程的抗冻融设计提供了预测工 具。微观机理分析表明,冻融作用诱发的微裂纹与薄弱面会优先发育,导致剪切带萌生时间提前、临界应变降低,其形 态也由初始的集中分布逐渐发展为弥散状多带系统,呈现了尾细砂在冻融过程中内部损伤的累积演化路径。

关键词: 铜尾细砂 , 冻融循环 , 抗剪强度 , 剪切带 , 应力—应变曲线

Abstract: In order to explore the influence of freeze-thaw cycles on the mechanical properties and shear band evolution mechanism of copper tail fine sand in Tibet,triaxial shear tests under different freeze-thaw cycles and confining pressures were carried out,and digital image measurement technology was used to measure the strain of the whole surface.The study reveals the variation law of stress-strain characteristics,strength characteristics,elastic modulus and shear strength index of saturated fine tailings.The decay law of cohesion and internal friction angle is described by Logistic model.The influence of freeze-thaw action on the initiation time and initiation strain of shear band is quantitatively characterized,and its evolution path is ana lyzed.The results show that the confining pressure and freeze-thaw cycles have a significant antagonistic effect on the mechani cal behavior of tailings fine sand.The confining pressure increases the failure strength,promotes the plastic deformation and in hibits the attenuation of elastic modulus by enhancing the lateral constraint.The freeze-thaw cycle leads to the decrease of strength and elastic modulus by repeated frost heave and thaw settlement,which aggravates the tendency of brittle failure.With the increase of freeze-thaw cycles,the cohesion and internal friction angle are significantly attenuated due to the destruction of cementation structure and the grinding of particle edges and corners,which provides a prediction tool for the anti-freeze-thaw design of tailings pond engineering.The micro-mechanism analysis shows that the micro-cracks and weak surfaces induced by freeze-thaw action will develop preferentially,resulting in the early initiation time of the shear band and the decrease of the crit ical strain.The morphology also gradually develops from the initial concentrated distribution to the dispersed multi-band sys tem,showing the cumulative evolution path of the internal damage of the fine sand during the freeze-thaw process.

Key words: copper tailings sand,freeze-thaw cycles,shear strength,shear band,stress-strain curve

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