Deposition of Fine Tailing Particles and Profile Zoning Of Tailings Dams
- 作者: Du Y.Q.1,2, Xie B.1,2, Mullarney B.3, Zhang C.4
-
隶属关系:
- Luoyang Institute of Science and Technology
- International Joint Laboratory of Civil Engineering Structure
- Materials Research Institute, Athlone Institute of Technology
- Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
- 期: 卷 56, 编号 5 (2019)
- 页面: 359-365
- 栏目: Engineering-Geologic Investigations
- URL: https://journals.rcsi.science/0038-0741/article/view/244264
- DOI: https://doi.org/10.1007/s11204-019-09615-5
- ID: 244264
如何引用文章
详细
Profile zoning is a precondition for stability analysis of tailings embankments. As a consequence of technology progress in the beneficiation field, the size of tailings grains is getting smaller in recent years. Accordingly, traditional methods of profile zoning, which suit medium-coarse grained tailings, are no longer applicable for fine grained tailings. The results showed that drainage consolidation was difficult in the embankment. The embankment, composed of tailings, had a poor stability without the protection of incrustation, which consisted of medium-coarse grained tailings. A new profile zoning method is presented. In this method, degree of consolidation is regarded as the only basis for profile zoning and it shows that the adjacent boundary lines between dam sections intersected the slope surface of the embankment.
作者简介
Y. Du
Luoyang Institute of Science and Technology; International Joint Laboratory of Civil Engineering Structure
Email: rs425@126.com
中国, Luoyang, Henan; Henan
B. Xie
Luoyang Institute of Science and Technology; International Joint Laboratory of Civil Engineering Structure
编辑信件的主要联系方式.
Email: rs425@126.com
中国, Luoyang, Henan; Henan
B. Mullarney
Materials Research Institute, Athlone Institute of Technology
Email: rs425@126.com
爱尔兰, Athlone
C. Zhang
Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Email: rs425@126.com
中国, Wuhan, Hubei
补充文件
