Author:
Zhang Chao,Pan Zhenkai,Yin Hongwu,Ma Changkun,Ma Lei,Li Xueting
Abstract
AbstractClay mineral content has an important influence on the mechanical behaviour of tailings, and this mechanical behaviour significantly affects the stability of tailings dams. X-ray fluorescence (XRF) and X-ray diffraction (XRD) tests were carried out on tailings from three different regions. The chemical and mineral composition of the tailings are analyzed. The strength and failure deformation of the tailings were studied by laboratory triaxial compression tests. The effect of clay content on the behaviour of tailings was investigated. The microfabric of tailings sample was examined with the scanning electron microscope (SEM) and nitrogen adsorption tests. The results show that the confining pressure corresponding to the samples exhibiting strain hardening increases with the increase of the content of clay minerals. The cohesion of tailings increases linearly, and the specific surface area decreases as the content of clay minerals increases. Nitrogen adsorption test results reveal from a microscopic point of view that changes in pore structure are associated with the content of clay minerals. The higher the content of clay minerals is, the higher the proportion of micropores is (aggregated interior). Macroscopically, the overall porosity decreases and the size of the pores increases with clay content, which will directly affect the mechanical properties of tailings.
Funder
National Natural Science Foundation of China
Foundation for Innovative Research Groups of the National Natural Science Foundation of China
National Key Research and Development Program of China
Publisher
Springer Science and Business Media LLC
Reference44 articles.
1. Valenzuela, L. in Pan-American conference on soil mechanics and geotechnical engineering; South American congress on rock mechanics.
2. Li, W., Coop, M. R., Senetakis, K. & Schnaid, F. The mechanics of a silt-sized gold tailing. Eng. Geol. 241, 97–108. https://doi.org/10.1016/j.enggeo.2018.05.014 (2018).
3. Göransson, T., Benckert, A., Lindvall, M. & Ritzén, R. Dam failure at the Aitik mine: Investigations, conclusions and measures taken.
4. Yin, G. et al. Stability analysis of a copper tailings dam via laboratory model tests: A Chinese case study. Miner. Eng. 24, 122–130. https://doi.org/10.1016/j.mineng.2010.10.014 (2011).
5. Glotov, V. E., Jiri, C., Glotova, L. P. & Edward, L. Causes and environmental impact of the gold-tailings dam failure at Karamken, the Russian Far East. Eng. Geol. 245, S0013795218300462 (2018).
Cited by
6 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献