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现代矿业 ›› 2026, Vol. 42 ›› Issue (09): 171-176.

• 岩土工程 • 上一篇    下一篇

某闭库尾矿库坝体浸润线控制措施研究及应用

杨强胜1,2 毛志远1,2 段蔚平1,2 藕明江1,2   

  1. 1. 中钢集团马鞍矿山研究总院股份有限公司;2. 金属矿山开采安全与灾害防治全国重点实验室
  • 出版日期:2026-09-25 发布日期:2026-10-13

Research and Application on Phreatic Line Control Measures of a Closed Tailings Pond

YANG Qiangsheng1,2 MAO Zhiyuan1,2 DUAN Weiping1,2 OU Mingjiang1,2   

  1. 1. Sinosteel Maanshan General Institute of Mining Research Co.,Ltd.;2. State Key Laboratory of Metal Mine Mining Safety and Disaster Prevention and Control
  • Online:2026-09-25 Published:2026-10-13

摘要: 闭库尾矿库因长期静置及维护缺失,常面临浸润线异常抬升的严峻挑战,严重威胁坝 体稳定与下游安全。以某运行逾 20 a 的闭库山谷型尾矿库为对象,针对其主坝浸润线埋深仅 0.9~ 1.25 m且坡面出现逸出点的工程隐患,深入剖析其成因,明确指出初期坝反滤系统缺失、排渗设施老 化淤堵以及两岸山体侧向越流补给等,是导致深层滞水的三大主控因素。针对常规浅层排渗难以穿 透淤堵区的难题,采用辐射井技术,构建深层立体主动排渗网络。基于近1 a的原位监测数据与Geo�Studio 数值模拟结果,综合评估表明:辐射井实施后,主坝浸润线得到有效疏降,埋深稳定提升至 3.40~3.82 m,彻底消除了渗流逸出隐患,且渗流场空间分布趋于合理;在浸润线下降与土体有效应力 恢复的力学机制下,坝体抗滑稳定安全系数由 1.155提升至 1.404,增幅达 22.1%,满足规范要求并具 备一定安全储备。研究成果证实了辐射井技术在破解闭库尾矿库深层滞水难题上的有效性,可为同 类尾矿库的渗流控制治理提供科学依据与工程借鉴。

关键词: 闭库尾矿库, 浸润线, 渗流控制

Abstract: The closed tailings pond,due to long-term stagnation and lack of maintenance,often faces the severe challenge of abnormal uplift of the phreatic line,which seriously threatens the stability of the pond body and the safety of the downstream area. This study focuses on a closed valley-type tailings pond that has been in operation for over 20 a. It addresses the engineering hazard of the main pond's phreatic line depth being only 0.9~1.25 m and the emergence of escape points on the slope. It thoroughly analyzes the causes and clearly points out that the absence of the initial pond's anti-filter system,the aging and blockage of the drainage facilities,and the lateral over-flow recharge from the two banks of the mountain are the three main controlling factors leading to the deep stagnant water. In response to the problem that conventional shal⁃ low drainage is difficult to penetrate the blocked area,the radiation well technology is adopted to construct a deep 3D active drainage network. Based on the in-situ monitoring data over the past 1 a and the numerical simulation results of Geo-Studio,the comprehensive assessment indicates that after the implementation of the radiation wells,the phreatic line of the main pond has been effectively reduced,the depth has been steadily increased to 3.40~3.82 m,completely eliminating the leakage hazard,and the spatial distribution of the seepage field has become more reasonable. Under the mechanical mechanism of the decline of the phreatic line and the recovery of the effective stress of the soil,the anti-sliding stability safety factor of the pond body has increased from the current 1.155 to 1.404,an increase of 22.1%,meeting the specification requirements and having a certain safety reserve. The research results have confirmed the effectiveness of the radiation well technology in solving the problem of deep stagnant water in closed tailings ponds,and can provide scientific basis and engineering reference for the seepage control and treatment of similar tailings ponds.

Key words: closed tailings ponds, phreatic line, seepage control