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[1]娄亚龙,刘永,李向阳,等.某铀尾矿库地震和渗流耦合作用下稳定性研究[J].中国安全生产科学技术,2017,13(5):79-83.[doi:10.11731/j.issn.1673-193x.2017.05.013]
　LOU Yalong,LIU Yong,LI Xiangyang,et al.Study on stability of a certain uranium tailings under coupling effect of earthquake and seepage[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2017,13(5):79-83.[doi:10.11731/j.issn.1673-193x.2017.05.013]
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某铀尾矿库地震和渗流耦合作用下稳定性研究
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
13
期数:
2017年5期
页码:
79-83
栏目:
现代职业安全卫生管理与技术
出版日期:
2017-05-31

文章信息/Info

Title:
Study on stability of a certain uranium tailings under coupling effect of earthquake and seepage
文章编号:
1673-193X(2017)-05-0079-05
作者:
娄亚龙1; 2; 刘永1; 2; 李向阳1; 2; 彭国文2; 雷波1; 2; 李 刚3; 4; 孔晓娜1; 2
1.南华大学 环境保护与安全工程学院，湖南 衡阳 421001；2.湖南省铀尾矿库退役治理工程技术研究中心，湖南 衡阳 421001；3.中钢集团马鞍山矿山研究院有限公司 安全与环保工程研究所，安徽 马鞍山 243000；4.金属矿山安全与健康国家重点实验室，安徽 马鞍山 243000
Author(s):
LOU Yalong1; 2;  LIU Yong1; 2;  LI Xiangyang1; 2;  PENG Guowen2;  LEI Bo1; 2;  LI Gang3; 4;  KONG Xiaona1; 2
1. School of Environmental Protection and Safety Engineering, University of South China, Hengyang Hunan 421001, China; 2. Hunan Province Engineering Technology Research Center of Uranium Tailings Decommission Treatment, Hengyang Hunan 421001, China; 3.Institute of Safety & Environmental Engineering, Sinosteel Maanshan Institute of Mining Resources Co., Ltd., Maanshan Anhui 243000, China; 4. State Key Laboratory of Safety & Health for Metal Mine, Maanshan Anhui 243000, China
关键词:
铀尾矿库; 渗流; GEO-Studio; 安全系数; 地震
Keywords:
uranium tailings;  seepage;  Geo-Studio;  safety coefficient;  earthquake
分类号:
X946
DOI:
10.11731/j.issn.1673-193x.2017.05.013
文献标志码:
A
摘要:
为了研究某铀尾矿库在不同工况下渗流流态和安全系数，以南方某铀尾矿库为对象，耦合GEO-Studio软件中SLOPE/W和SEEP/W模块，并利用极限平衡理论模拟研究了不同工况下坝体渗流流态和安全系数。结果表明：水流主要通过尾粉土层流过尾矿坝，使水力坡降主要集中在初期坝坡前底部；随着水位上升，坝体中水力等势线越来越稀疏，同时尾矿坝3个渗流截面流速加大； 6~9度地震烈度激励下，尾矿坝安全系数维持在1.23~0.91之间，不能满足规程要求。建议初期坝坡坝底埋设排水管，减小水流对初期坝压力，同时对尾矿坝，特别是尾粉土层进行灌浆加固，提高尾矿坝稳定性。
Abstract:
In order to study the seepage flow pattern and the safety coefficient of a certain uranium tailings under different working conditions, taking a certain uranium tailings in southern China as the research object, the seepage flow pattern and the safety coefficient of dam body under different conditions were studied through simulation by using the limit equilibrium theory with coupling the SLOPE/W and SEEP/W modules in GEO-Studio software. The results showed that the water flow flowed through the tailings dam through the tailing silt layer mainly, which made the hydraulic gradient mainly concentrated on the front bottom of dam slope in the initial stage. With the rise of water level, the hydraulic equipotential lines in the dam body became increasingly sparse, and the flow velocity in three seepage sections of tailings dam increased. Under the effect of seismic intensity from level 6 to level 9, the safety coefficients of tailings dam maintained between 1.23 and 0.91, which could not meet the requirement of the regulation. It was suggested that the drain pipes should be buried at the bottom of dam slope in the initial stage, so as to reduce the pressure on the dam by the water flow in the initial stage. Meanwhile, the grouting reinforcement should be carried out on the tailings dam, especially the tailing silt layer, to improve the stability of the tailings dam.

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　SUN En ji,ZHANG Xing kai,LI Zhong xue,et al.Simulation analysis on tailings dam saturated and semisaturation infiltration of under rainfall conditions[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2012,8(5):5.
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备注/Memo

备注/Memo:
国家环保部安全监管项目（1620;1721）；湖南省自然科学基金项目（2017JJ4009；2017JJ2232）；湖南省2017年研究生科研创新项目（CX2017B540）；南华大学环境保护与安全工程学院研究生2017年科研创新项目（2017YCXXM10）
更新日期/Last Update: 2017-06-09