尾矿库土石初期坝坡面沼泽化治理措施

陈星, 刘发清, 朱远乐

长江科学院院报 ›› 2016, Vol. 33 ›› Issue (3) : 122-126.

PDF(2043 KB)
PDF(2043 KB)
长江科学院院报 ›› 2016, Vol. 33 ›› Issue (3) : 122-126. DOI: 10.11988/ckyyb.20140979
岩土工程

尾矿库土石初期坝坡面沼泽化治理措施

  • 陈星1a,1b, 刘发清1a,1b, 朱远乐1a,1b
作者信息 +

Treatment of Slope Swamping of Earth-rock Starter Dam of Tailings Pond

  • CHEN Xing1,2, LIU Fa-qing1,2, ZHU Yuan-le1,2
Author information +
文章历史 +

摘要

对于初期坝为透水堆石坝、后期采用尾砂筑坝的上游式尾矿库,由于库水位高、干滩长度短、尾砂渗透性差、堆积坝坡陡、未设置排渗设施等原因,往往在后期尾矿堆积坝坡面出现沼泽化现象。目前对这种堆积坝坡面沼泽化的治理已积累了丰富的经验,而对于土石初期坝沼泽化现象,因出现较少,研究不多,治理措施也较少。通过对初期坝坡面沼泽化的原因分析和治理措施比选,将水平排渗管用于尾矿库土石初期坝坡面沼泽化治理中,根据浸润线观测及现场查看,经治理的土石初期坝浸润线埋深逐步降低、坡面沼泽化消除、坝体稳定性逐步提高,具有良好的治理效果。采用水平排渗管可消除土石初期坝沼泽化,施工中积累的经验可为类似工程治理提供借鉴。

Abstract

For upstream tailings pond with permeable rock-fill starter dam, slope swamping of tailings-fill dam is often found in later stage due to high water level, short dry beach, inadequate tailings permeability, steep slope, or absence of seepage facilities. We have rich experiences in the treatment of such slope swamping, but researches and treatment measures on the swamping of earth-rock starter dam are rare. Through analyzing the causes of starter dam swamping and comparing the treatment measures, we applied horizontal seepage draining pipes to the treatment. By observation and on-site investigation, we found that the depth of saturation line of earth-rock starter dam gradually declined, slope swamping diminished, and the dam’s stability improved. Through the experience we conclude that horizontal seepage draining pipes could eliminate the swamping of earth-rock starter dam.

关键词

尾矿库 / 土石坝 / 初期坝 / 沼泽化 / 水平排渗管

Key words

tailings pond / earth-rock dam / starter dam / swamping / horizontal seepage draining pipes

引用本文

导出引用
陈星, 刘发清, 朱远乐. 尾矿库土石初期坝坡面沼泽化治理措施[J]. 长江科学院院报. 2016, 33(3): 122-126 https://doi.org/10.11988/ckyyb.20140979
CHEN Xing, LIU Fa-qing, ZHU Yuan-le. Treatment of Slope Swamping of Earth-rock Starter Dam of Tailings Pond[J]. Journal of Changjiang River Scientific Research Institute. 2016, 33(3): 122-126 https://doi.org/10.11988/ckyyb.20140979
中图分类号: TD926   

参考文献

[1] 陈青.尾矿坝设计手册[M].北京:冶金工业出版社,2007.
[2] 柳厚祥,李 宁,廖 雪,等.考虑应力场与渗流场耦合的尾矿坝非稳定渗流分析[J].岩石力学与工程学报,2004,23(17):2870-2875.
[3] 彭易华,张明云.垂直、水平联合自流排渗法加固坝体的研究[J].土工基础,2000,14(4):15-19.
[4] 金佳旭,梁 力,陈天宇,等.尾矿坝渗流计算及排渗设计[J].金属矿山,2013,(6):155-157.
[5] 陈 星.尾矿堆积坝渗透系数比对浸润线的影响分析[J].有色金属(矿山部分),2011,63(6):58-61.
[6] 贺金刚,郭振世.金堆城栗西尾矿库坝体渗流的原因及其治理[J].矿业研究与开发,2007,27(4):73-75.
[7] 王洪德,李 航.尾矿库初期坝排渗能力对渗流场浸润线影响[J].辽宁工程技术大学学报(自然科学版),2014,33(4):443-446.
[8] 崔玉芸,沈楼燕.垂直水平联合排渗体在良山铁矿尾矿坝加固工程中的应用和发展[J].有色冶金设计与研究,1995,16(3):11-16.
[9] 汪良峰,朱君星,项宏海,等.尾矿库排渗辐射井的设计探讨[J].金属矿山,2010,(2):55-56,61.

PDF(2043 KB)

Accesses

Citation

Detail

段落导航
相关文章

/