中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Investigation of a fluid-solid coupling model for a tailings dam with infiltration of suspended particles

文献类型:期刊论文

作者Chen, Yijun2; Song, Chenguang1; Jin, Jiaxu1
刊名ENVIRONMENTAL EARTH SCIENCES
出版日期2017-11-01
卷号76期号:22页码:9
关键词Suspended particles Mathematical model Coefficient of permeability Porosity Pore pressure
ISSN号1866-6280
DOI10.1007/s12665-017-7096-5
英文摘要The study of the migration and deposition characteristics of suspended particles in porous media is significant in petroleum exploitation, groundwater recharge, filter design, nuclear waste disposal, and migration of underground pollutants. In recent years, researchers have tended to neglect the influence of tailings particle movement on seepage action in stability analysis of tailings dams. They have focused on analyzing the influence of tailings particle movement and deposition on tailings dams' physical parameters. Based on the effective stress principle, the suspended-particle deposition equation is incorporated into the model of the fluid-solid coupling seepage field and combined with the stress field equation. Then, the particle deposition fluid-solid coupling model is established and gives the proper solution conditions for simplification. Based on a calculation program developed in-house, the stability of a tailings dam is analyzed while taking into account suspended particles. This approach aims to gradually reduce variation in percolation time growth of the coefficients of permeability and porosity. On this basis, we monitor the horizontal displacement and sedimentation values of the primary dam crest and of all levels of the sub-dam. We explore preliminarily the distribution law for tailings pore pressure to validate the correctness of the proposed mathematical model. Numerical analysis results show that in the process of deposition, the porosity, permeability coefficient, and flow rate become progressively smaller. The displacement of the primary dam is minimal and displacement of the third sub-dam is the largest, with displacement size displaying a relationship with dam height. The vertical displacement of the dam top gradually increases with increasing grades of sub-dams, and the difference is nearly 0.5 cm between the displacement of the primary and third dam crest-monitoring points. The results provide a theoretical basis for stability analysis of tailings dams undergoing tailings particle infiltration. Moreover, they provide reference material for studying migration and deposition characteristics of suspended particles in porous media.
资助项目National Natural Science Foundation of China[51504123] ; National Natural Science Foundation of China[51574145] ; National Natural Science Foundation of China[51609241] ; Liaoning Education Department[L2015211] ; Innovation Research Fund for Production Technology[20160096T] ; Innovative Training Program for College Students[201610147000007]
WOS研究方向Environmental Sciences & Ecology ; Geology ; Water Resources
语种英语
WOS记录号WOS:000416820300020
出版者SPRINGER
源URL[http://202.127.146.157/handle/2RYDP1HH/4361]  
专题中国科学院武汉植物园
通讯作者Song, Chenguang
作者单位1.Liaoning Tech Univ, Sch Civil Engn, Fuxing, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Chen, Yijun,Song, Chenguang,Jin, Jiaxu. Investigation of a fluid-solid coupling model for a tailings dam with infiltration of suspended particles[J]. ENVIRONMENTAL EARTH SCIENCES,2017,76(22):9.
APA Chen, Yijun,Song, Chenguang,&Jin, Jiaxu.(2017).Investigation of a fluid-solid coupling model for a tailings dam with infiltration of suspended particles.ENVIRONMENTAL EARTH SCIENCES,76(22),9.
MLA Chen, Yijun,et al."Investigation of a fluid-solid coupling model for a tailings dam with infiltration of suspended particles".ENVIRONMENTAL EARTH SCIENCES 76.22(2017):9.

入库方式: OAI收割

来源:武汉植物园

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