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A column study of the hydro-mechanical behavior of mature fine tailings under atmospheric drying 被引量:3

A column study of the hydro-mechanical behavior of mature fine tailings under atmospheric drying
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摘要 In this paper, the hydro-mechanical behavior and physical properties of mature fine tailings(MFT) under atmospheric drying are investigated through a column study. In the study, evaporation takes place in the development of suction in the upper parts of the column and increasing suction leads to higher strength in the tailings. After 5 days, the suction in the first lift is around 17 k Pa in the upper part of the column.When a second lift is added, the first lift initially loses strength but over a 30 days' period, the strength is recovered to its prior value and suction in the second lift reaches 500 k Pa. The vane shear strength values show a substantial increase in the strength of the MFT after 30 days under atmospheric drying and drainage. The 90% strength found in the column exceeds the threshold(5 k Pa). The hydraulic-mechanical properties of the deposited tailings are closely coupled due to several mechanisms, such as evaporation,drainage, self-consolidation, suction and crack development. The findings of this study will provide a better understanding of the placement behavior of multiple lifts of MFT and thus contribute to reclamation design standards and reduce the use of dedicated disposal areas. In this paper, the hydro-mechanical behavior and physical properties of mature fine tailings(MFT) under atmospheric drying are investigated through a column study. In the study, evaporation takes place in the development of suction in the upper parts of the column and increasing suction leads to higher strength in the tailings. After 5 days, the suction in the first lift is around 17 k Pa in the upper part of the column.When a second lift is added, the first lift initially loses strength but over a 30 days' period, the strength is recovered to its prior value and suction in the second lift reaches 500 k Pa. The vane shear strength values show a substantial increase in the strength of the MFT after 30 days under atmospheric drying and drainage. The 90% strength found in the column exceeds the threshold(5 k Pa). The hydraulic-mechanical properties of the deposited tailings are closely coupled due to several mechanisms, such as evaporation,drainage, self-consolidation, suction and crack development. The findings of this study will provide a better understanding of the placement behavior of multiple lifts of MFT and thus contribute to reclamation design standards and reduce the use of dedicated disposal areas.
出处 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2017年第2期203-209,共7页 矿业科学技术学报(英文版)
基金 the University of Ottawa and the National Natural Sciences and Engineering Research Council of Canada(NSERC)for supporting this research
关键词 力学行为 大气干燥 细尾矿 干燥条件 水力 电梯配置 强度值 常压干燥 Tailings Oil sand Environment Drying Multi-lift deposition
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  • 1Li Li.A new concept of backfll design—Application of wick drains in backflled stopes[J].International Journal of Mining Science and Technology,2013,23(5):763-770. 被引量:9
  • 2Choudhary Bhanwar Singh,Kumar Santosh.Underground void filling by cemented mill tailings[J].International Journal of Mining Science and Technology,2013,23(6):893-900. 被引量:19
  • 3Yun X, McNamara K, Murdock G. Geotechnical challenges and strategies at McArthur River operation. Proc Eng 2011 ;26:603-1613.
  • 4Matyas EL, Welch DE, Reades DW. Geotechnical parameters and behavior of uranium tailings. Can Geotech J 1984;21:489-504.
  • 5Wels C, Barnekow U, Haase M, Exner M, Jakuhick AT. A case study on selfweight consolidation of uranium tailings. In: Proceedings of uranium 2000.International symposium on the process metallurgy of uranium, Saskatoon; 2000. p. 749-66.
  • 6Azam S, Khaled SM, Kotzer T, Mittal HK. Geotechnical performance of a uranium tailings containment facility at Key Lake, Saskatchewan. lnt J Min Reclam Environ 2014;28:103-17.
  • 7Mittal HK, Landine PG. Geotechnical fundamentals of uranium tailings. In: Proceedings of 17th international conference on tailings and mine waste, Banff; 2013. p. 357-66.
  • 8Azam S, Chalaturnyk R, Scott JD. Geotechnical characterization and sedimentation behavior of laterite slurries. Geotech TestJ 2005;28:523-33.
  • 9Pane V, Schiffman RL. The permeability of clay suspensions. Geotechnique 1997;47:273-88.
  • 10Azam S. Effect of composition and morphology on self-weight settling of laterite ore slurries. Geotech Geol Eng 2012;30:107-18.

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