基于颗粒堆积规律的尾矿库概化地质模型及短期加高推演分析

    Generalized geological modeling and short-term heightening evolutionary analysis of tailings dams based on particle deposition patterns

    • 摘要: 上游式湿排尾矿库在其建库到闭库过程中不断堆积加高,溃坝风险随之增大。为分析东北地区某大型尾矿库短期加高稳定性,对库体关键剖面钻孔取样,结合土工试验分析库内尾矿沉积规律,进一步提出尾矿颗粒分布假设,推演坝顶标高485~521 m概化模型,考虑最不利渗流水位,采取ABAQUS对不同坝顶标高下的尾矿库堆积边坡稳定性展开模拟分析。研究结果表明:尾矿颗粒呈现前粗后细的沉积规律,库前尾矿以尾粉砂为主,深入库内的尾矿以尾粉土和尾粉质黏土为主,空间上由远及近、由上至下尾矿固结程度逐渐增大,时间上随堆积时间增长尾矿密实程度增加;坝顶标高由497 m升至521 m的过程中,正常水位工况和洪水位工况下坝顶最大竖向位移增幅分别为28%、38%,库体安全系数下降1.6%、2.1%;库水位的加高引起安全系数的减小,而坝体堆积则会加剧这种效应。对此,建议在尾矿库加高堆筑过程中,加强坝体位移及浸润线监测,增设排水措施降低库内水位,以弱化渗流效应对尾矿库稳定性的影响,研究结果可为制定尾矿库堆积风险防治措施提供研究基础。

       

      Abstract: Upstream wet tailings dams exhibit a continuous increase in accumulation height during its construction and closure, elevating the risk of dam failure. To analyze the short-term stability of heightening in a large tailings dam in Northeast China, core samples are obtained from critical dam profiles, and combined with geotechnical tests to analyze tailings deposition patterns within the dam. Further, hypotheses regarding tailings particle distribution are proposed, and a generalized model for dam crest elevations ranging from 485 to 521 meters is derived, considering the most unfavorable seepage water levels. ABAQUS is employed to conduct numerical simulations analyzing the slope stability of the tailings dam under varying dam crest elevations. Research findings indicate a sedimentation pattern characterized by coarser particles settling first, followed by finer particles. Tailings near the dam front primarily consist of tailings silt, while those deeper within the dam predominantly comprise tailings powder soil/clay. Spatially, consolidation of tailings increases gradually from far to near and from top to bottom within the dam, while temporally, the compactness of tailings increases with deposition time. During the process of raising the dam crest elevation from 497 to 521 meters, the maximum vertical displacement of the dam crest under normal and flood water levels increases by 28% and 38%, respectively, resulting in a decrease in the dam body’s safety factor by 1.6% and 2.1%, respectively. The rise in water level contributes to a decrease in the safety factor, while dam deposition exacerbates this effect. Consequently, it is recommended to strengthen monitoring of dam displacement and infiltration lines during the heightening process, implement additional drainage measures to lower water levels within the dam, and mitigate the influence of seepage on the stability of the tailings dam. The research outcomes serve as a foundation for developing preventive measures against deposition risks in tailings dams.

       

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