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2025, 02, v.46 129-136
电渗法联合固化剂改良尾矿浆液试验研究
基金项目(Foundation): 河南省自然科学基金项目(232300421208)
邮箱(Email):
DOI: 10.19760/j.ncwu.zk.2025031
发布时间: 2024-03-31
出版时间: 2024-03-31
网络发布时间: 2024-03-31
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摘要:

为了探究尾矿浆液改良处理方法,开展了掺加不同固化剂、单一电渗、电渗联合固化剂改良尾矿浆液的室内试验。基于排水量、含水率、液塑限、压缩指数、抗剪强度、渗透系数和电流等参数变化,对比分析各改良方法对尾矿浆液快速脱水和固化效果的影响。试验结果表明:与未处理前相比,固化剂促进了尾矿浆液强度的提高及塑性和渗透性的降低;电渗可使尾矿浆液脱水速率和脱水量得以提升;电渗联合固化剂可以进一步促进尾矿强度的提高和塑性的降低,抗剪强度与对照组(未处理试验组)相比提高约21.5倍,约是单独掺加固化剂处理后强度的2倍,脱水率相比于对照组由36.3%提高到70.0%,进而证实了电渗与固化剂联合法的有效性,其中电渗联合水泥在改良尾矿浆液中综合效果最佳。

Abstract:

This study systematically investigates the synergistic effects of electro-osmosis and chemical stabilizers on tailings slurry treatment through laboratory experiments. Three approaches were compared:(1) stabilizer addition alone,(2) standalone electro-osmosis, and(3) combined electro-osmosis-stabilizer treatment. Key parameters including drainage volume, water content, atterberg limits, compression index, shear strength, permeability coefficient, and electric current were monitored to evaluate dewatering efficiency and solidification performance. The results demonstrate that:(1) Chemical stabilizers effectively enhanced slurry strength while reducing plasticity and permeability;(2) Electro-osmosis accelerated dewatering, achieving higher drainage rate compared to gravity settlement;(3) The combined treatment yielded superior performance: Shear strength reached 21.5 times to the control value(2 times higher than stabilizer-only treatment); Dewatering efficiency improved from 36.3% to 70.0%; Optimal results were obtained with cement-based stabilizers.

参考文献

[1] YUE T T,ANG Y K,LI L Z,et al.Application prospect of anaerobic reduction pathways in acidithiobacillus ferrooxidans for mine tailings disposal:review[J].Minerals,2023,13(9):1192.

[2] YANG L H,LI J C,LIU H B,et al.Systematic review of mixing technology for recycling waste tailings as cemented paste backfill in mines in China[J].International Journal of Minerals,Metallurgy and Materials,2023,30(8):1430-1443.

[3] 高建良,侯健.尾矿库危险有害因素分析[J].华北水利水电大学学报(自然科学版),2011,32(2):108-110.

[4] 梁士奎,李香园.尾矿库防洪安全关键措施探讨[J].华北水利水电大学学报(自然科学版),2013,34(2):11-12.

[5] 陈伟.洪水作用下上游法尾矿坝溃坝模型试验研究[D].昆明:云南大学,2020.

[6] 侯传营.电渗和不同添加剂联合改良尾矿浆液的室内试验研究[D].郑州:华北水利水电大学,2018.

[7] 刘慎.浅析我国尾矿库安全现状及管理的对策[J].低碳世界,2017(14):253-254.

[8] WU M L,YE Y C,HU N Y,et al.Scientometric analysis on the review research evolution of tailings dam failure disasters[J].Environmental Science and Pollution Research,2022,30(6):13945-13959.

[9] 高亚成,郑建青.水泥土的室内试验研究[J].河海大学学报(自然科学版),1999(5):103-106.

[10] 程卓,崔高航,高原昊,等.季冻区粉煤灰加固路基土力学性能试验研究[J].硅酸盐通报,2021,40(11):3854-3864,3875.

[11] ROBIN V,CUISINIER O,MASROURI F,et al.Chemo-mechanical modelling of lime treated soils[J].Applied Clay Science,2014,95:211-219.

[12] 邵吉成,袁波,骆嘉成,等.生石灰固化温州淤泥的物理力学性质研究[J].工程地质学报,2023,31(2):421-431.

[13] 欧孝夺,莫鹏,江杰,等.生石灰与微生物共同固化过湿性铝尾黏土试验研究[J].岩土工程学报,2020,42(4):624-631.

[14] 欧孝夺,秦金喜,罗炳雄,等.桂西铝土尾矿泥浆自重排水固结联合生石灰固化处理参数选取分析[J].水利水电技术,2020,51(9):74-83.

[15] 张攀,王福彤,刘洪波,等.基于正交试验的改良钼尾矿配合比设计研究[J].水利技术监督,2023(4):271-275.

[16] CASAGRANDE I L.Electro-osmosis in soils[J].Geotechnique,1949,1(3):159-177.

[17] ALI Z,VAFAEI R P,ALIZADEH A M,et al.The efficiency of the electro-osmosis method on the consolidation and strength properties of the gray clay of Tabriz[J].Geoenvironmental Disasters,2023,10(1):16.

[18] XIAO F,GUO K S G,ZHUANG Y F.Study on electroosmotic consolidation of sludge using EKG[J].International Journal of Geosynthetics and Ground Engineering,2021,7(2):33.

[19] 李金典,韩猛,封海洋,等.低渗透致密黏土电渗排水技术室内试验研究[J].岩石力学与工程学报,2021,40(增刊2):3464-3471.

[20] TAO Y L,ZHOU J,GONG X N,et al.Electro-osmotic dehydration of Hangzhou sludge with selected electrode arrangements[J].Drying Technology,2016,34(1):66-75.

[21] BYEON I,KANG H,SUN S,et al.Improvement effect and electrical characteristics of soft ground with plastic electrode spacing[J].Journal of the Korean Geo-environmental Society,2016,17(1):13-19.

[22] ZHANG L,PAN Z J,WANG B H,et al.Experimental investigation on electro-osmotic treatment combined with vacuum preloading for marine clay[J].Geotextiles and Geomembranes,2021,49(6):1495-1505.

[23] 周凤玺,张甲华,马强,等.电渗-真空联合作用下富水黄土的排水固结特性分析[J].岩石力学与工程学报,2023,42(3):724-735.

[24] DELEON L F,CéSAR R G,CAROLINA A F.Electrokinetic dewatering of mine tailings:influence of solid content and voltage level applied[J].Environmental Earth Sciences,2021,81(1):26.

[25] BOURGèS-GASTAUD S,STOLTZ G,DOLEZ P,et al.Laboratory device to characterize electrokinetic geocomposites for fluid fine tailings dewatering[J].Canadian Geotechnical Journal,2014,52(4):505-514.

[26] 赵洪星.电渗联合化学溶液加固淤泥质软土试验研究[J].长江科学院院报,2022,39(5):99-105.

[27] LIU P H,SHANG J Q.Improvement of marine sediment by combined electrokinetic and chemical treatment[J].International Journal of Offshore and Polar Engineering,2014,24(3):232-240.

[28] 李丽华,杨俊杰,徐维生,等.电渗法联合化学固化法改良淤泥试验[J].中国科技论文,2022,17(12):1340-1345.

[29] 中华人民共和国住房和城乡建设部.土工试验方法标准:GB/T 50123—2019[S].北京:中国计划出版社,2019.

[30] OLUMIDE O O,OREGBE P O,DORCAS B O,et al.Eco-friendly stabilization of highway lateritic soil with cow bone powder admixed lime and plastic granules reinforcement[J].Cleaner Waste Systems,2022,2:100012.

[31] 中华人民共和国建设部.土的工程分类标准:GB/T 50145—2007[S].北京:中国计划出版社,2008.

[32] 中华人民共和国建设部.岩土工程勘察规范:GB 50021—2001[S].北京:中国建筑工业出版社,2009.

[33] 赵静波.某矿尾矿干排与湿排效益对比[J].新疆有色金属,2010,33(4):43-44,47.

[34] 张立征,赵福财,谭琦.天昊黄金选矿厂尾矿压滤干堆的工艺改造及效益分析[J].湖南有色金属,2011,27(6):49-50,78.

基本信息:

DOI:10.19760/j.ncwu.zk.2025031

中图分类号:X75

引用信息:

[1]刘娉慧,赵琦琦,侯传营.电渗法联合固化剂改良尾矿浆液试验研究[J].华北水利水电大学学报(自然科学版),2025,46(02):129-136.DOI:10.19760/j.ncwu.zk.2025031.

基金信息:

河南省自然科学基金项目(232300421208)

发布时间:

2024-03-31

出版时间:

2024-03-31

网络发布时间:

2024-03-31

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