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

CHEN Xing, LIU Fa-qing, ZHU Yuan-le

Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (3) : 122-126.

PDF(2043 KB)
PDF(2043 KB)
Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (3) : 122-126. DOI: 10.11988/ckyyb.20140979
ROCK-SOIL ENGINEERING

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 +
History +

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.

Key words

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

Cite this article

Download Citations
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

References

[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

Sections
Recommended

/