|本期目录/Table of Contents|

[1]李全明,段志杰,于玉贞,等.尾矿坝沉积结构特征与性能演化规律研究进展*[J].中国安全生产科学技术,2022,18(2):6-19.[doi:10.11731/j.issn.1673-193x.2022.02.001]
　LI Quanming,DUAN Zhijie,YU Yuzhen,et al.Research progress on deposition structure characteristics and performance evolution law of tailings dam[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2022,18(2):6-19.[doi:10.11731/j.issn.1673-193x.2022.02.001]
点击复制

尾矿坝沉积结构特征与性能演化规律研究进展*
分享到：

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
18
期数:
2022年2期
页码:
6-19
栏目:
特约专栏
出版日期:
2022-02-28

文章信息/Info

Title:
Research progress on deposition structure characteristics and performance evolution law of tailings dam
文章编号:
1673-193X(2022)-02-0006-14
作者:
李全明; 段志杰; 于玉贞; 师海; 李振涛
（1.中国安全生产科学研究院，北京100012；
2.清华大学 水沙科学与水利水电工程国家重点实验室，北京 100084；
3.北京交通大学 土木建筑工程学院，北京 100083)
Author(s):
LI Quanming;  DUAN Zhijie;  YU Yuzhen;  SHI Hai;  LI Zhentao
(1.China Academy of Safety Science and Technology,Beijing 100012,China;
2.State Key Laboratory of Hydroscience and Engineering,Tsinghua University,Beijing 100084,China;
3.School of Civil Engineering,Beijing Jiaotong University,Beijing 100083,China)
关键词:
尾矿坝; 沉积结构; 多场耦合; 服役性能演化; 安全评价
Keywords:
tailings dam;  deposition structure;  multi-field coupling;  performance evolution;  safety evaluation
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2022.02.001
文献标志码:
A
摘要:
为了进一步分析尾矿坝沉积结构特征与性能演化规律，本文综述国内外尾矿沉积规律、物理力学特性、服役性能演化规律及溃坝评价方法等有关尾矿坝安全稳定评价的研究现状，指出当前研究存在的不足。在尾矿库沉积规律的研究中，由于模型试验的流槽尺寸有限、边界效应较强，放矿条件不同，对尾矿沉积分布尚未得出一致性规律。而针对多种因素影响下的尾矿沉积结构特征目前还鲜有研究。尾矿固结时，其有效应力、孔隙比、渗透系数以及强度等性质在自重和上覆荷载作用下逐渐演化，且尾矿坝运行服役过程中排渗设施淤堵、地震等因素导致坝体性能演化，然而目前对尾矿坝性能时空演变的研究还相对欠缺。在安全评价方面，传统的极限平衡法存在明显缺陷。基于当前尾矿坝研究的不足，简要介绍了作者团队开发的尾矿沉积模型试验系统、多场耦合静动力性态分析平台及建立的复杂条件下高尾矿坝性能劣化理论，相关成果对于促进我国尾矿坝安全评价和灾害防治具有重要价值。
Abstract:
In order to further analyze the deposition structure characteristics and performance evolution law of tailings dam,the current status of domestic and international research on tailings deposition law,physical and mechanical properties,service performance evolution laws and evaluation methods of dam failure related to the safety and stability evaluation of tailings dam was reviewed,and the shortcomings of current research were pointed out.In the study field of tailings deposition law,the consistent law for the distribution of tailings deposition was still not obtained due to the limited size of flume and strong boundary effect in the model tests and different ore dumping conditions.In addition,there were few studies for the structural characteristics of tailings deposition under the influence of multiple factors.When the tailings were consolidated,their properties such as effective stress,pore ratio,permeability coefficient and strength gradually evolved under the effect of self-weight and overlying loads,and the performance of tailings dams evolved due to the factors such as clogging of drainage facilities and earthquake during the service period of tailings dam,but the current research on the spatial and temporal evolution of tailings dam performance was relatively insufficient.In terms of safety evaluation,the traditional limit equilibrium method had obvious defects.Based on the shortcomings of current research on tailings dam,the tailings deposition model test system,the multi-field coupled static and dynamic behavior analysis platform and the established performance degradation theory of high tailings dams under complex conditions developed by the authors’ research team were briefly introduced.The results are of great value to promote the safety evaluation and disaster prevention and control of tailings dams in China.

参考文献/References:

［1］JONES H,BOGER D V.Sustainability and waste management in the resource industries［J］.Industrial & Engineering Chemistry Research,2012,51(30):10057-10065.
［2］沃廷枢.尾矿库手册［M］.北京：冶金工业出版社,2013.
［3］WU A,WANG Y,WANG H.Estimation model for yield stress of fresh uncemented thickened tailings:coupled effects of true solid density,bulk density,and solid concentration［J］.International Journal of Mineral Processing,2015,143:117-124.
［4］XU W,TIAN M,LI Q.Time-dependent rheological properties and mechanical performance of fresh cemented tailings backfill containing flocculants［J］.Minerals Engineering,2020,145:106064.
［5］OWEN J R,KEMP D,LBRE ,et al.Catastrophic tailings dam failures and disaster risk disclosure［J］.International Journal of Disaster Risk Reduction,2020,42:101361.
［6］AZAM S,LI Q.Tailings dam failures:a review of the last one hundred years［J］.Geotechnical News,2010,28(4):50-54.
［7］梅国栋,王云海.我国尾矿库事故统计分析与对策研究［J］.中国安全生产科学技术,2010,6(3):211-213.MEI Guodong,WANG Yunhai.Statistic analysis and countermeasure study on tailings pond accidents in China［J］.Journal of Safety Science and Technology,2010,6(3):211-213.
［8］田亚坤.干湿循环作用下尾矿砂物理力学特性研究［D］.衡阳：南华大学,2016.
［9］ROBERTSON P K,DE MELO L,WILLIAMS D J,et al.Report of the expert panel on the technical causes of the failure of Feijo Dam I［J］.Prepared for Vale Ltd,2019,12.
［10］CAMBRIDGE M,SHAW D.Preliminary reflections on the failure of the Brumadinho tailings dam in January 2019［J］.Dams and Reservoirs,2019,29(3):113-123.
［11］DE LIMA R E,DE LIMA PICANO J,DA SILVA A F,et al.An anthropogenic flow type gravitational mass movement:the Córrego do Feijo tailings dam disaster,Brumadinho,Brazil［J］.Landslides,2020,17(12):2895-2906.
［12］YIN G,LI G,WEI Z,et al.Stability analysis of a copper tailings dam via laboratory model tests:A Chinese case study［J］.Minerals Engineering,2011,24(2):122-130.
［13］YIN G,WEI Z,WANG J G,et al.Interaction characteristics of geosynthetics with fine tailings in pullout test［J］.Geosynthetics International,2008,15(6):428-436.
［14］JUSTO J L,MORALES-ESTEBAN A,JUSTO E,et al.The dry closure of the Almagrera tailings dam:detailed modelling,monitoring results and environmental aspects［J］.Bulletin of Engineering Geology and the Environment,2019,78(5):3175-3189.
［15］RICO M,BENITO G,SALGUEIRO A R,et al.Reported tailings dam failures:a review of the European incidents in the worldwide context［J］.Journal of hazardous materials,2008,152(2):846-852.
［16］ZANDARN M T,OLDECOP L A,RODRGUEZ R,et al.The role of capillary water in the stability of tailing dams［J］.Engineering Geology,2009,105(1-2):108-118.
［17］AGAPITO L A,BAREITHER C A.Application of a one-dimensional large-strain consolidation model to a full-scale tailings storage facility［J］.Minerals Engineering,2018,119:38-48.
［18］MARTIN T E,MCROBERTS E C,DAVIES M P.A tale of four upstream tailings dams［C］//In Proceedings,Tailings Dams 2002.ASDSO,Lexington,Ky.
［19］张超,马昌坤,杨春和,等.粒径对尾矿抗剪强度及坝体稳定性影响［J］.岩土工程学报,2019,41(z1):145-148.ZHANG Chao,MA Changkun,YANG Chunhe,et al.Effects of particle diameter on shear strength of tailings and stability of tailings dams［J］.Chinese Journal of Geotechnical Engineering,2019,41(z1):145-148.
［20］李长洪,卜磊,陈龙根.尾矿坝致灾机理研究现状及发展态势［J］.北京科技大学学报,2016,38(8):1039-1049.LI Changhong,BU Lei,CHEN Changgen.Research situation of the disaster-causing mechanism of tailing dams and its developing trend［J］.Chinese Journal of Engineering,2016,38(8):1039-1049.
［21］YAYA C,TIKOU B,CHENG L Z.Numerical analysis and geophysical monitoring for stability assessment of the Northwest tailings dam at Westwood Mine［J］.International Journal of Mining Science and Technology,2017,27(4):701-710.
［22］徐宏达.上游式尾矿坝的沉积规律［J］.有色矿山,2003,32(5):40-43,49.XU Hongda.The law of deposition about upstream tailings［J］.Nonferrous Mines,2003,32(5):40-43,49.
［23］杜艳强.细粒尾矿的工程性质及尾矿坝的动力分析［D］.重庆：重庆大学，2016.
［24］颜学军.上游法尾矿堆筑坝坝体沉积规律探讨［J］.稀有金属与硬质合金,2009,36(2):54-58.YAN Xuejun.Investigation on thedepositing law of tailings dam by upstream damming［J］.Rare Metals and Cemented Carbides,2009,36(2):54-58.
［25］李夕兵,蒋卫东,贺怀建.尾矿堆积坝透镜体分布状态研究［J］.岩土力学,2004,25(6):947-949.LI Xibing,JIANG Weidong,HE Huaijian.Study on distributing state of lenticle in tailings fill dam［J］.Rock and Soil Mechanics,2004,25(6):947-949.
［26］陈守义.浅议上游法细粒尾矿堆坝问题［J］.岩土力学,1995,16(3):70-76.CHEN Shouyi.Somesuperficial views on the problem of building fine grain tailings fill dams by means of up-stream method［J］.Rock and Soil Mechanics,1995，16(3):70-76.
［27］韩文亮,李运成.尾矿堆坝水力旋流器性能优化实验研究［J］.有色金属工程,1994(3):24-30.HAN Wenliang,LI Yuncheng.Optimum study on hydrocyclone performance in tailings dam building［J］.Nonferrous Metals Engineering,1994(3):24-30.
［28］费维水.尾矿坝稳定性分析中的若干问题研究［D］.昆明：昆明理工大学，2013.
［29］段志杰,李全明,赵学义,等.细粒级尾矿上游法筑坝放矿参数优选试验研究［J/OL］.岩土工程学报:1-9［2022-02-24］.http://kns.cnki.net/kcms/detail/32.1124.tu.20220124.2307.004.html.
［30］PULLUM L,BOGER D V,SOFRA F.Hydraulic mineral waste transport and storage［J］.Annual Review of Fluid Mechanics,2018,58:157-185.
［31］BRYANT F E.Method and means for converting the kinetic energy of a fluid stream into random turbulence :US3006474［P］.1961-10-31.
［32］FITCH B.Mechanism of sedimentation［J］.Industrial & Engineering Chemistry Fundamentals,1966,5(1):129-134.
［33］JEERAVIPOOLVARN S,SCOTT J D,CHALATURNYK R J.10 m standpipe tests on oil sands tailings:long-term experimental results and prediction［J］.Canadian Geotechnical Journal,2009,46(8):875-888.
［34］巫尚蔚,杨春和,张超,等.粉粒含量对尾矿力学特性的影响［J］.岩石力学与工程学报,2017,36(8):2007-2017.WU Shangwei,YANG Chunhe,ZHANG Chao,et al.The effects of silt content on the mechanical properties of tailings［J］.Chinese Journal of Rock Mechanics and Engineering,2017,36(8):2007-2017.
［35］PETTIBONE H C,KEALY C D.Engineering properties of mine tailings［J］.Journal of the Soil Mechanics and Foundations Division,1971,97(9):1207-1225.
［36］FERREIRA R C,PERES J E E,MONTEIRO L B.Geotechnical characteristics of hydraulic fill scale models［C］//Proceedings of the 13th Brazilian Conference on Large Dams,1980:496-516.
［37］BOLDT C M K.Beach characteristics of mine waste tailings［M］.US Department of the Interior,Bureau of Mines,1988.
［38］KPPER A M.Design of hydraulic fill［D］.Alberta University,1991.
［39］BLIGHT G E,THOMSON R R,VORSTER K.Profiles of hydraulic-fill tailings,beaches,and seepage through hydraulically sorted tailings［J］.Journal of the Southern African Institute of Mining and Metallurgy,1985,85(5):157-161.
［40］CAVALCANTE A L,RIBEIRO L F,PACHECO DE ASSIS A.Experimental and physical modeling of bed load heterogeneous sediment transport［J］.International Journal of Geomechanics,2013,13(5):545-556.
［41］PIROUZ B,JAVADI S,WILLIAMS P,et al.Chuquicamata full-scale field deposition trial［C］//Proceedings of the 18th International Seminar on Paste and Thickened Tailings.Australian Centre for Geomechanics,2015:477-489.
［42］张东明,郑彬彬,尹光志,等.高浓缩分级尾矿上游法堆坝及模型试验研究［J］.岩土力学，2016，37(7):1832-1838.ZHANG Dongming,ZHENG Binbin,YIN Guangzhi,et al.Model tests on upstream dam-building method using concentrated and classified tailings［J］.Rock and Soil Mechanics,2016,37(7):1832-1838.
［43］SALFATEE R.Predicting void ratio for surface paste tailings deposited in thin layers［D］.University of British Columbia,2011.
［44］RODRGUEZ R,SANCHEZ M,LEDESMA A,et al.Experimental and numerical analysis of desiccation of a mining waste［J］.Canadian Geotechnical Journal,2007,44(6):644-658.
［45］KLEINHANS M G.Upstream sediment input effects on experimental dune trough scour in sediment mixtures［J］.Journal of Geophysical Research,2005,110(F4):F04S06.
［46］WINTERWERP J C,DE GROOT M B,MASTBERGEN D R,et al.Hyperconcentrated sand-water mixture flows over a flat bed［J］.Journal of Hydraulic Engineering,1990,116(1):36-54.
［47］MILLER W G,SCOTT J D,SEGO D C.Flume deposition modeling of caustic and noncaustic oil sand tailings［J］.Canadian Geotechnical Journal,2009,46(6):679-693.
［48］GAO J,FOURIE A.Using the flume test for yield stress measurement of thickened tailings［J］.Minerals Engineering,2015,81:116-127.
［49］PIROUZ B,KAVIANPOUR M R,WILLIAMS P.Thickened tailings beach deposition.Field observations and full-scale flume testing［C］//Proceedings of the International Seminar on Paste and Thickened Tailings.Australian Centre for Geomechanics,2005:53-72.
［50］CONSOLI N C.Comparison of the measured and predicted performance of tailings sedimen-tation ［J］.Proceedings of the Institution of Civil Engineers-Geotechnical Engineering,1997,125(3):179-187.
［51］GAO J,FOURIE A.Studies on thickened tailings deposition in flume tests using the computational fluid dynamics (CFD) method［J］.Canadian Geotechnical Journal,2019,56(2):249-262.
［52］EKAMBARA K,SANDERS R S,NANDAKUMAR K,et al.Hydrodynamic simulation of horizontal slurry pipeline flow using ANSYS-CFX［J］.Industrial & Engineering Chemistry Research,2009,48(17):8159-8171.
［53］王崇淦,张家生.某尾矿料的物理力学性质试验研究［J］.矿冶工程,2005,25(2):19-22.WANG Chonggan,ZHANG Jiasheng.Experimental study on physical and mechanical properties of tailings［J］.Mining and Metallurgical Engineering,2005,25(2):19-22.
［54］保华富,张光科.尾矿料的物理力学性试验研究［J］.工程科学与技术,1999(5):115-121.
［55］尹光志,杨作亚,魏作安,等.羊拉铜矿尾矿料的物理力学性质［J］.重庆大学学报,2007,30(9):117-122.YIN Guangzhi,YANG Zuoya,WEI Zuoan,et al.Physical and mechanical properties of YangLa-copper’s tailings［J］.Journal of Chongqing University,2007,30(9):117-122.
［56］DOHWE.An assessment of soil chemical and physical properties on decommissioned unreclaimed nickel tailings dams:a case of Trojan Nickel Mine:Zimbabwe［D］.2016.
［57］SCHNAID,BEDIN,VIANA DA FONSECA,et al.Stiffness and strength governing the static liquefaction of tailings［J］.Journal of Geotechnical and Geoenvironmental Engineering,2013,139(12):2136-2144.
［58］BEDIN,SCHNAID,FONSECA,et al.Gold tailings liquefaction under critical state soil mechanics［J］.Géotechnique,2015,62(3):263-267.
［59］张鹏伟,吴辉,胡黎明.铁矿尾矿料力学特性及坝体变形稳定性研究［J］.工程地质学报,2015,23(6):1189-1195.ZHANG Peiwei,WU Hui,HU Liming.Mechanical characteristics of iron mine tailing materials and analysis on deformation and stability of tailing dam［J］.Journal of Engineering Geology,2015,23(6):1189-1195.
［60］CHEN Q,YANG C,ZHANG C,et al.Mechanical behavior and particle breakage of tailings under high confining pressure［J］.Engineering Geology,2019,265:105419.
［61］周景星,王洪瑾.饱和低密度土坡在动荷载作用下的变形和稳定分析［C］//海峡两岸土力学及基础工程地工技术学术研讨会.1994.
［62］辛鸿博,王余庆.大石河尾矿黏性土的动力变形和强度特征［J］.水利学报,1995(11):56-62.XIN Hongbo,WANG Yuqing.Cyclic deformation and strength of Dashihe mine slimes［J］.Shuili Xuebao,1995(11):56-62.
［63］GEREMEW,YANFUL.Behavior of mine tailings under cyclic hydraulic loading［J］.Revue Canadienne De Génie Civil,2010,38(2):131-140.
［64］JAMES MICHAEL,AUBERTIN MICHEL,WIJEWICKREME DHARMA,et al.A laboratory investigation of the dynamic properties of tailings［J］.Revue Canadienne De Géotechnique,2011,48(48):1587-1600.
［65］VANDEN BERGHE,BALLARD,JEWELL,et al.Importance of shear stress anisotropy and bottom drainage on tailings dam stability:a case history［J］.Proceedings of the 17th ICSMGE,2009.
［66］CHEN Q,ZHANG C,YANG C,et al.Strength and deformation of tailings with fine-grained interlayers［J］.Engineering Geology,2019,256.
［67］CHEN R,LEI W D,LI Z H.Anisotropic shear strength characteristics of a tailings sand［J］.Environmental Earth Sciences,2014,71(12):5165-5172.
［68］杨永浩.冻融循环作用下尾矿力学特性的试验研究［D］.重庆：重庆大学，2014.
［69］BRUNO B.Hydrogeotechnical properties of hard rock tailings from metal mines and emerging geo-environmental disposal approaches［J］.Canadian Geotechnical Journal,2007,44(9):1019-1052.
［70］IMAI G.Experimental studies on sedimentation mechanism and sediment formation of clay materials［J］.Soils and Foundations,1981,21(1):7-20.
［71］PANE V,SCHIFFMAN R L.A note on sedimentation and consolidation［J］.Géotechnique,1985,35(1):69-72.
［72］TOORMAN E A.Sedimentation and self-weight consolidation:general unifying theory［J］.Géotechnique,1996,46(1):103-113.
［73］VICK S G.Planning,design,and analysis of tailings dams［M］.Bitech Publiser Ltd.,1990.
［74］ZREIK D A,GERMAINE J T,LADD C C.Undrained strength of ultra-weak cohesive soils:relationship between water content and effective stress［J］.Soils and Foundations,1997,37(3):117-128.
［75］DIMITROVA R S,YANFUL E K.Undrained strength of deposited mine tailings beds:effect of water content,effective stress and time of consolidation［J］.Geotechnical and Geological Engineering,2011,29(5):935-951.
［76］AZEVEDO R F,SILVA E C,AZVEDO I D.A model for deposition of sediments in reservoirs［C］//Numerical Models in Geomechanics:NUMOG VI.1997:733-738.
［77］GASSNER F W G,Fourie A B.Optimising the allowable rate of deposition on tailings dams［C］//Tailings and Mine Waste 98.1998:241-247.
［78］CALDWELL J A,FERGUSON K,SCHIFFMAN R L,et al.Application of finite strain consolidation theory for engineering design and environmental planning of mine tailings impoundments［C］//Sedimentation Consolidation Models—Predictions and Validation.ASCE,1984:581-606.
［79］HU L,WU H,ZHANG L,et al.Geotechnical properties of mine tailings［J］.Journal of Materials in Civil Engineering,2017,29(2):04016220.
［80］杨春和,张超,李全明,等.大型高尾矿坝灾变机制与防控方法［J］.岩土力学,2021,42(1):1-17.YANG Chunhe,ZHANG Chao,LI Quanming,et al.Disaster mechanism and prevention methods of large-scale high tailings dam［J］.Rock and Soil Mechanics,2021,42(1):1-17.
［81］高亚伟.尾矿材料淤堵机理及对坝体渗透性的影响研究［D］.昆明：昆明理工大学,2018.
［82］CUNNINGHAM A B,CHARACKLIS W G,ABEDEEN F,et al.Influence of biofilm accumulation on porous media hydrodynamics［J］.Environmental Science and Technology,1991,25(7):1305-1311.
［83］VEYLON G,STOLTZ G,MRIAUX P,et al.Performance of geotextile filters after 18 years’ service in drainage trenches［J］.Geotextiles and Geomembranes,2016,44(4):515-533.
［84］VANDEVIVERE P,BAVEYE P.Saturated hydraulic conductivity reduction caused by aerobic Bacteria in sand columns［J］.Soil Science Society of America Journal,1992,56(1):1-13.
［85］PALMEIRA E M,BEIRIGO E A,GARDONI M G.Tailings-nonwoven geotextile filter compatibility in mining applications［J］.Geotextiles and Geomembranes,2010,28(2):136-148.
［86］杨春和,李泽华,冒海军,等.尾矿坝排渗系统淤堵机理试验研究［J］.广西大学学报(自然科学版),2019,44(3):845-854.YANG Chunhe,LI Zehua,MAO Haijun,et al.Experimental study on the clogging mechanism of drainage system in tailings dam［J］.Journal of Guangxi University(Natural Science Edition),2019,44(3):845-854.
［87］SAAD B,MITRI H.Hydromechanical analysis of upstream tailings disposal facilities［J］.Journal of Geotechnical and Geoenvironmental Engineering,2011,137(1):27-42.
［88］PRISCU C,MITRI H S,KEIRA H.Behavior of mine tailings dams under high tailings deposition rates［D］.McGill University,1999.
［89］尹光志,陈鹏,魏作安,等.尾矿坝内透镜体对浸润线影响的数值模拟［J］.矿业研究与开发,2015,35(3):64-67.YIN Guangzhi,CHEN Peng,WEI Zuoan,et al.Numerical simulation for the effect on lens to saturation line in tailings dam［J］.Mining R & D,2015,35(3):64-67.
［90］ZHANG C,YANG C H,CHEN F.Study on reliability analysis of tailings dam stability ［C］//Key Engineering Materials.Trans Tech Publications Ltd,2007,353:2619-2622.
［91］尹光志,敬小非,魏作安,等.粗、细尾砂筑坝渗流特性模型试验及现场实测研究［J］.岩石力学与工程学报,2010,29(S2):3710-3718.YIN Guangzhi,JING Xiaofei,WEI Zuoan,et al.Study of model test of seepage characteristics and field measurement of coarse and fine tailings dam［J］.Chinese Journal of Rock Mechanics and Engineering,2010,29(S2):3710-3718.
［92］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.LIU Houxiang,LI Ning,LIAO Xue,et al.Unsteady seepage analysis of tailings dams considering coupling of stress and seepage fields［J］.Chinese Journal of Rock Mechanics and Engineering,2004,23(17):2870-2875.
［93］GIBSON R E,HUSSEY M,ENGLAND G L.The theory of one-dimensional consolidation of saturated clays［J］.Géotechnique,1967,17:261-273.
［94］MIKASA M.The consolidation of soft clay［M］.1965.
［95］ITO M,AZAM S.Large-strain consolidation modeling of mine waste tailings［J］.Environmental Systems Research,2013,2:7.
［96］CONSOLIN C.Numerical modelling of the sedimentation and consolidation of tailings［D］.Concordia University,1991.

相似文献/References:

[1]李亮,孟浩,全超,等.上游式筑坝法尾矿坝的安全系数随堆筑坝高变化分析[J].中国安全生产科学技术,2011,7(7):31.
　Li Liang,Meng Hao,Quan Chao,et al.Study on the variation of factor of safety with the dam height for the tailing dam from upstream embankment method[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2011,7(2):31.
[2]胡文志,马海涛,谢振华,等.三维高密度电法在尾矿库隐患检测中的应用[J].中国安全生产科学技术,2011,7(9):64.
　HU Wen-zhi,MA Hai-tao,XIE Zhen-hua,et al.Application of three dimensional high-density resistivity method in hidden danger detection of Tailings[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2011,7(2):64.
[3]李明,梁力,王伟,等.用有限元强度折减法求解坝坡抗滑稳定安全系数[J].中国安全生产科学技术,2012,8(2):83.
　LI Ming,LIANG Li,WANG Wei,et al.Study on antiskiding stability safety factor of dam slope by shear strength reduction finite element methods[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2012,8(2):83.
[4]李亮,褚雪松.浸润线深度对尾矿坝稳定性分析的影响研究[J].中国安全生产科学技术,2011,7(11):20.
　LI Liang,CHU Xue-song.Study on the effect of phreatic line depth on the evaluation of slope stability for tailing dam[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2011,7(2):20.
[5]魏〓勇,许开立.集对分析法在尾矿坝稳定性安全评价中的应用[J].中国安全生产科学技术,2012,8(9):101.
　WEI Yong,XU Kai li.Application of set pair analysis on safety evaluation of tailing dam stability[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2012,8(2):101.
[6]赵小稚.尾矿坝变形规律的灰色Verhulst预测[J].中国安全生产科学技术,2012,8(11):90.
　ZHAO Xiao zhi.Grey verhulst prediction on the deformation law of tailing dam[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2012,8(2):90.
[7]胡平安,韩森.基于JC法尾矿坝稳定性可靠度研究[J].中国安全生产科学技术,2010,6(4):56.
　HU Ping-an,HAN Sen.Reach on reliability of Tailing dam stability based on JC methed[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2010,6(2):56.
[8]马海涛,吴永锋,王云海,等.尾矿坝浸润线的坝面快速观测方法研究[J].中国安全生产科学技术,2010,6(1):31.
　MA Hai-tao,WU Yong-feng,WANG Yun-hai,et al.Study on surface exploration meth of phreatic line of tailing dam[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2010,6(2):31.
[9]詹京晶,肖田元.基于GPS数据的尾矿坝监测系统的研究与应用[J].中国安全生产科学技术,2013,9(4):5.[doi:10.11731/j.issn.1673-193x.2013.04.001]
　ZHAN Jing jing,XIAO Tian yuan.Research and application of monitoring system for tailings dam based on GPS data[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2013,9(2):5.[doi:10.11731/j.issn.1673-193x.2013.04.001]
[10]秦晓鹏,陈立宏,孙洪月,等.基于拟静力法和有限差分法的细砂尾矿坝动力稳定性分析与评价[J].中国安全生产科学技术,2013,9(12):46.[doi:10.11731/j.issn.1673-193x.2013.12.007]
　QIN Xiao peng,CHEN Li hong,SUN Hong yue,et al.Analysis and evaluation on dynamic stability of sand tailings dam based on pseudostatic method and finite difference method[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2013,9(2):46.[doi:10.11731/j.issn.1673-193x.2013.12.007]

备注/Memo

备注/Memo:
收稿日期： 2022-01-08
* 基金项目： 国家自然科学基金项目(51874260)；“十三五”国家重点研发计划项目(2017YFC0804602)
作者简介： 李全明，博士，教授级高工，主要研究方向为尾矿坝安全评价。
通信作者： 于玉贞，博士，教授，主要研究方向为岩土工程安全评价。
更新日期/Last Update: 2022-03-18