Abstract
This paper presents a series of numerical simulations using discrete element method (DEM) to study the behavior of biopolymer-stabilized mine tailings (MT). Validation is conducted by comparing the DEM results with the experimental data. The macro-behavior comparison shows that the DEM simulations are in good agreement with experimental results. Analysis of the micro-parameters indicates more biopolymer induces larger tensile and shear strengths, confirming the experimental results which show that the strength of MT increases with higher biopolymer concentration. Analysis of the bond breakage pattern suggests that at the same strain level MT stabilized with higher biopolymer concentration show less bond breakage percentage. MT specimen under greater confining pressure develops larger shear band than that under lower confining pressure. Higher biopolymer concentration induces the increase in larger inter-particle bonding strength and thus larger cracking resistance and greater macro-strength.
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Acknowledgements
This study was supported by the General Financial Grant from the China Postdoctoral Science Foundation (Grant No. 2016M602739), the National Natural Science Foundation of China (No. 41702295), and the Fundamental Research Funds for the Central Universities (Grant No. 310821161002).
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Chen, R., Ding, X., Zhang, L. et al. Discrete element simulation of mine tailings stabilized with biopolymer. Environ Earth Sci 76, 772 (2017). https://doi.org/10.1007/s12665-017-7118-3
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DOI: https://doi.org/10.1007/s12665-017-7118-3