首页|堆积深度和干密度对非饱和尾矿砂水土特征的影响研究

堆积深度和干密度对非饱和尾矿砂水土特征的影响研究

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金属和非金属矿山尾矿库中堆存的尾矿砂,在经过自由沉降后,大多处于非饱和状态.因此,为了研究非饱和的尾矿砂在不同堆积深度和干密度影响条件下水土特征的变化规律,采用压力板仪对黑龙江省某钼矿尾矿砂试样开展非饱和土渗透试验.研究表明:随着堆积深度的增加,尾矿砂含水率和渗透系数增大;当基质吸力为80 kPa是浅层、中层尾矿砂水土特征曲线变化特征点,而深部尾矿砂无明显特征点.干密度较大的试样,水土特征曲线较为平缓、斜率较小,当基质吸力>350 kPa时,含水率趋于稳定.堆积深度浅、干密度小的尾矿砂含水率的上升导致基质吸力的骤降,容易引发尾矿库安全问题.研究结论对改善尾矿库放矿筑坝工艺、提升稳定系数有重要参考意义.
Effects of Accumulation Depth and Dry Density on Oil and Water Characteristics of Unsaturated Tailings
The tailings sand stored in the tailings reservoir of metal and non-metal mines is mostly in the unsaturated state after free settlement.Therefore,in order to study the changes of soil and water characteristics of unsaturated tailings under the influence of different accumulation depths and dry density,a pressure plate instrument was used to carry out unsaturated soil permeability test on tailings sand samples from a molybdenum mine in Heilongjiang province.The results show that with the increase of deposit depth,the water content and permeability coefficient of tailing sand increase.When the matric suction is 80 kPa,it is the characteristic point of soil and water characteris-tic curve change of shallow and middle tailing sand,while deep tailing sand has no obvious characteristic point.For the samples with higher dry density,the characteristic curve of water and soil is relatively smooth and the slope is small.When the matric suction is greater than 350 kPa,the water content tends to be stable.The increase of water content of tailing sand with shallow accumulation depth and small dry density leads to the sudden drop of matrix suction,which is easy to cause the safety problem of tailing reservoir.The research conclusion has important refer-ence significance for improving the process of tailings drawing and dam construction and increasing the stability co-efficient.

unsaturated tailingsaccumulation depthdry densitysoil and water characteristic curvepermeabili-ty coefficient

席伟、于怀昌、张诏飞

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中铁资源集团勘察设计有限公司,河北 廊坊 065000

河北省非煤矿山岩土工程技术创新中心,河北 廊坊 065000

华北水利水电大学地球科学与工程学院,河南 郑州 450011

非饱和尾矿砂 堆积深度 干密度 水土特征曲线 渗透系数

"十四五"国家重点研发项目

2022YFC2904503

2024

中国钼业
金堆城钼业集团有限公司 陕西省有色金属学会 中国有色金属工业协会钼业分会

中国钼业

CSTPCD
影响因子:0.481
ISSN:1006-2602
年,卷(期):2024.48(4)
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