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金属矿山 ›› 2026, Vol. 55 ›› Issue (2): 186-193.

• 安全与环保 • 上一篇    下一篇

基于尾矿砂力水热耦合特性的季冻区尾矿坝稳定性分析方法#br#

王伟明1 朱国燕1 杨 鹰2 孟庆胤1,2 张小东2 赵炼恒2   

  1. 1. 伊春鹿鸣矿业有限公司,黑龙江 伊春 152500;2. 中南大学土木工程学院,湖南 长沙 410075
  • 出版日期:2026-02-15 发布日期:2026-03-04
  • 通讯作者: 杨 鹰(1976—),男,讲师,博士。
  • 作者简介:王伟明(1988—),男,高级工程师。
  • 基金资助:
    湖南省杰出青年基金项目(编号:2021JJ10063);伊春鹿鸣矿业有限公司科技项目(编号:LM(2022)-F-045,LM(2024)-F-015)。

Stability Analysis Method of a Tailings Dam in the Seasonal Frozen Area Based on the Coupling  Characteristics of Force-water-heat of Tailings Sand#br#

WANG Weiming1 ZHU Guoyan1 YANG Ying2 MENG Qingyin1,2 ZHANG Xiaodong2 ZHAO Lianheng2   

  1. 1. Yichun Luming Mining Co. ,Ltd. ,Yichun 152500,China;
    2. School of Civil Engineering,Central South University,Changsha 410075,China
  • Online:2026-02-15 Published:2026-03-04

摘要: 季冻区尾矿坝堆积过程中受外界温度影响易在库内形成季节性冻土层,显著影响了尾矿坝渗流特性及
稳定状态。为研究库内冻土赋存和消融过程对尾矿坝稳定性的影响,以我国东北地区某尾矿库为例,采用钻探、井温
测试、室内三轴剪切试验等方法查明了库区内部的初始温度分布及尾矿土样力学参数变化规律,并基于尾矿砂力水
热耦合特性,提出了一种适用于高寒季冻区尾矿坝稳定性的分析方法。研究结果表明:尾矿土样的黏聚力、内摩擦角
和含水率具有较为明显的负相关关系;冻土消融作用容易诱发尾矿坝失稳破坏,整个融化期间,坝体安全系数降幅约
11. 8%。此外,外界温度对尾矿坝的影响主要发生在坝体中上层,随着深度增加坝体内温度变化幅度减小;当遇到极
端天气,库区可能存在多层冻土层现象,易导致尾矿库浸润线抬升,从而降低坝体稳定性。通过采取破冰作业破坏冻
土完整性,可加快冻土消融速率以确保坝体稳定。研究成果可为寒区尾矿库内冻土演化及其对坝体稳定性的影响分
析提供理论依据,也可对其他类似工程研究提供参考。

关键词: 尾矿坝稳定性 季节性冻土 尾矿砂力水热耦合特性 数值模拟

Abstract: During the tailings dam construction in the seasonally frozen areas,the external temperature can easily cause
the formation of seasonal frozen soil layers within the dam,significantly affecting the seepage characteristics and stability of the
tailings dam. To study the influence of the presence and melting process of the frozen soil within the dam on the stability of the
tailings dam,taking a tailings dam in the northeastern region in China as an example,drilling,well temperature testing,and indoor
triaxial shear tests were used to determine the initial temperature distribution within the dam area and the variation patterns
of the mechanical parameters of the tailings soil samples. Based on the thermal-hydro-mechanical coupling characteristics
of the tailings sand,an analysis method suitable for the stability of tailings dams in high-altitude seasonally frozen areas was
proposed. The research results show that the cohesion,internal friction angle,and moisture content of the tailings soil samples
have a relatively obvious negative correlation;the melting of the frozen soil is prone to causing instability and failure of the tailings
dam. During the entire melting period,the safety coefficient of the dam body decreases by approximately 11. 8%. In addition,
the influence of the external temperature on the tailings dam mainly occurs in the upper and middle layers of the dam
body,and the temperature variation range within the dam decreases with the increase in depth. When encountering extreme
weather conditions,multiple layers of frozen soil may exist in the reservoir area,which can easily cause the elevation of the water
table of the tailings reservoir and reduce the stability of the dam body. By conducting ice-breaking operations to break the
integrity of the frozen soil,the rate of frozen soil melting can be accelerated to ensure the stability of the tailings dam. The research
results can provide a theoretical basis for the analysis of the evolution of frozen soil within the tailings reservoir and its impact on the stability of the dam body,and can also provide a reference for other similar engineering studies.

Key words: stability of tailings dams,seasonal permafrost,force-water-heat coupling characteristics of tailings,numerical
simulation

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