欢迎登录材料期刊网

材料期刊网

高级检索

尾矿坝坝体材料的物理力学特性因毛细作用会发生较大变化,这种变化势必影响尾矿坝的安全稳定状态。为此,开展了尾矿坝现场取样、室内毛细水上升测试等研究工作。结果表明,尾矿砂中毛细水的上升规律呈初期迅速而后期缓慢的变化趋势,这是其受多种作用力的共同作用所致。毛细水在短时间内就能上升到较大高度,前3天的毛细水上升高度约为最终上升高度的50%以上,之后毛细水持续缓慢上升直至稳定。这表明尾矿坝内毛细水将随浸润线的升高而迅速升高,从而影响尾矿砂的物理力学性质,进而可能在短期内影响尾矿坝的稳定性。采用幂函数对该金属矿山尾矿坝尾矿砂中毛细水随时间的变化关系进行了拟合,获得了毛细水上升规律计算式。

The influence of capillary water on the physical and mechanical properties of dam materials of tailings dam is great, which will affect on the stability of tailings dam. Therefore, in-situ sampling and laboratory rising tests were carried out to study the rising law of capillary water in a tailings dam of a metal mine. The results show that the tendency of rising velocity of capillary water is fast increasing then decreasing, which is caused by combined action of several forces. The rising height of the capillary water in early 3 days is above 50% of the final rising height and keeps on increasing until stable. This indicate that capillary water will rise rapidly with the increase of phreatic level of tailings dam, which can impact the physical and mechanical properties of tailings sand and influence the stability of the tailings dam in a short time. The relation between rising height of capillary water and time can be better fitted by the power function, and the calculation equations are obtained.

参考文献

[1] 中国有色金属尾矿库概论编委会.中国有色金属尾矿库概论[M].北京:中国有色金属工业出版社,1992
[2] CHANDLER R J;TOSATTI G .The Stava tailings dams failure[J].Proceedings of the Institution of Civil Engineers,1995,113(02):67-79.
[3] BLIGHT G E .Destructive mudflows as a consequence of tailings dyke failures[J].Proceedings of the Institution of Civil Engineers,1997,125:9-18.
[4] ABADJIEV C B.Seepage through mill tailings dams[A].Mexico City,1976:381-393.
[5] van ZYL D;ROBERTSON A;MAC G.Subsurface drainage of tailings impoundments:some design,construction and management considerations[A].Fort Collins,Colorado,1980:153-177.
[6] M. Rico;G. Benito;A. Diez-Herrero .Floods from tailings dam failures[J].Journal of hazardous materials,2008(1/3):79-87.
[7] 敬小非,尹光志,魏作安,李小双,王孟来.尾矿坝垮塌机制与溃决模式试验研究[J].岩土力学,2011(05):1377-1384,1404.
[8] 魏勇,许开立.尾矿坝漫顶溃坝机理及过程研究[J].金属矿山,2012(04):131-135.
[9] 孙恩吉,张兴凯,李仲学,裴玉斌.降雨条件下尾矿坝饱和-半饱和渗流模拟分析[J].中国安全生产科学技术,2012(03):5-8.
[10] Maria T. Zandarin;Luciano A. Oldecop;Roberto Rodriguez .The role of capillary water in the stability of tailing dams[J].Engineering Geology,2009(1/2):108-118.
[11] 尹光志,张千贵,魏作安,王文松,耿伟乐.孔隙水运移特性及对尾矿细观结构作用机制试验研究[J].岩石力学与工程学报,2012(01):71-79.
[12] 董斌,张喜发,李欣,张冬青.毛细水上升高度综合试验研究[J].岩土工程学报,2008(10):1569-1574.
[13] 姚华,张喜发,张冬青.影响粗粒土毛细水上升高度的因素研究[J].勘察科学技术,2007(01):10-12,26.
[14] 夏宁,黄琴龙.长江口细砂毛细水上升高度试验研究[J].粉煤灰综合利用,2009(06):3-5.
[15] 李培源 .黄泛区盐渍土地基、路基聚盐规律及处治措施研究[D].济南:山东大学,2011.
[16] 童玲,陈伟胜,郑西来,李梅.柴油污染土壤中毛细水上升规律研究[J].灌溉排水学报,2011(06):131-134.
[17] 李广信.高等土力学[M].北京:清华大学出版社,2002
[18] 刘玄钊,张志军,李亚俊,潘文鑫.某尾矿坝尾矿砂中毛细系数C的确定方法研究[J].南华大学学报(自然科学版),2013(02):23-26,31.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%