Research on Geosynthetics in Tailings Dam Reinforcement

被引:5
|
作者
Shen, Louyan [1 ,5 ]
Zhou, Keping [1 ]
Wei, Zuoan [2 ,3 ]
Chen, Yulong [3 ,4 ]
机构
[1] Cent South Univ Technol, Sch Resources & Safety Engn, Changsha 410083, Peoples R China
[2] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China
[3] Chongqing Univ, Coll Resources & Environm Sci, Chongqing 400044, Peoples R China
[4] Chongqing Univ, State & Local Joint Engn Lab Methane Drainage, Complex Coal Gas Seam, Chongqing 400044, Peoples R China
[5] China Nerlin Engn Co Ltd, Nanchang 330002, Jiangxi, Peoples R China
基金
中国国家自然科学基金;
关键词
geosynthetics; tailings dam; stability analysis; numerical simulation; HORIZONTAL SLICE METHOD;
D O I
10.4028/www.scientific.net/AMR.402.675
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
With the tailings dam reinforcement project newly built in Yakou as the example and limit equilibrium horizontal slice method as the methodology, this paper has researched the feasibility of applying geosynthetics in fine tailings dam reinforcement. The results from limit equilibrium horizontal slice method show that the stability of reinforced tailings dam with geosynthetics increases by 14 similar to 17%; while results from numerical simulation method show that the principal stress vector direction and the principal displacement vector direction of the dam body can be changed to be favorable to the stabilization of dam by using geosynthetics to reinforce the tailings dam.
引用
收藏
页码:675 / +
页数:3
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