Open Access Open Access  Restricted Access Subscription Access

Slump Test:Laboratory and Numerical Simulation-Based Approach for Consistency of Mill Tailings Paste


Affiliations
1 CSIR-Central Institute of Mining and Fuel Research, Dhanbad 826 015, India
2 Indian Institute of Technology (Indian School of Mines), Dhanbad 826 004, India
3 Birla Institute of Technology and Science, Hyderabad 500 078, India
 

Solid-to-water proportion decides the effectiveness of paste backfill in terms of transportation characteristics during mine backfilling. This article highlights various laboratory tests conducted to determine the optimum solid-to-water ratio. Also, numerical simulation was carried out using computational fluid dynamics technique (ANSYS FLUENT) to understand the slump lifting process and variation in volume of the paste with time. The optimum slump and spread for lead–zinc mill tailings paste were in the range 190– 200 mm and 330–340 mm respectively. The optimum water content in the paste fill for this study was found to be 23 wt%. Results show that the solid percentage is inversely related with slump and spread. Also, an optimum slump lifting speed needs to be maintained for accurate values of slump and spread.

Keywords

Computational Fluid Dynamics Modelling, Mill Tailings, Paste Fill, Slump Test.
User
Notifications
Font Size

  • http://ibm.nic.in/writereaddata/files/08092017094123Leadzinc2015(Final).pdf (accessed on 21 December 2017).
  • Edraki, M., Baumgartl, T., Manlapig, E., Bradshaw, D., Franks, D. M. and Moran, C. J., Designing mine tailings for better environmental, social and economic outcomes: a review of alternative approaches. J. Clean. Prod., 2014, 84(1), 411–420; doi:10.1016/j.jclepro.2014.04.079.
  • Belem, T. and Benzaazoua, M., Design and application of underground mine paste backfill technology. Geotech. Geol. Eng., 2008, 26(2), 147–174.
  • Deb, D., Sreenivas, T., Dey, G. K. and Panchal, S., Paste backfill technology: essential characteristics and assessment of its application for mill rejects of uranium ores. Trans. Indian Inst. Metals, 2017, 70(2), 487–495.
  • Ercikdi, B., Cihangir, F., Kesimal, A. and Deveci, H., Practical importance of tailings for cemented paste backfill. In Paste Tailings Management (eds Yilmaz, E. and Fall, M.), Springer, Cham, Switzerland, 2017, pp. 7–32.
  • Helsinki, M., Fourie, A., Fahey, M. and Ismail, M., Assessment of the self-desiccation process in cemented mine back fills. Can. Geotech. J., 2007, 44, 1148–1156.
  • Jewell, R. J., Fourie, A. B. and Lord, E. R., Paste and Thickened Tailings – A Guide, Australian Centre of Geomechanics, Perth, Australia, 2002.
  • Potvin, Y., Thomas, E. H. and Fourie, A. B., Handbook on Mine Fill, ACG Publication, Perth, Australia, 2005.
  • Gao, J., Investigation of the flume test and mini-slump test for thickened tailings disposal. Ph D thesis, Princeton University, NJ, USA, 1991.
  • Yılmaz, E., Kesimal, A., Erçıktı, B. and Alp, İ., Determination of the optimum cement content for paste backfill samples. In 18th International Mining Congress and Exhibition of Turkey-IMCET, Antalya, 2003, pp. 119–125.
  • Boger, D. V., Rheology and the resource industries. Chem. Eng. Sci., 2009, 64, 4525–4536.
  • Pashias, N., Boger, D. V., Summers, J. and Glenister, D. J., A fifty cent rheometer for yield stress measurement. J. Rheol., 1996, 40, 1179–1189.
  • Bingham, E. C., Fluidity and Plasticity, McGraw-Hill Book Company, Inc, New York, USA, 1922.
  • Robinsky, E. I., Thickened discharge – a new approach to tailings disposal. CIM Bull., 1975, 68, 47–53.
  • Robinsky, E. I., Tailings disposal by the thickened discharge method for improved economy and environmental control. In Tailings Disposal Today, Proceedings of the Second International Tailings Symposium, Denver, Colorado, USA, 1978, pp. 75–92.
  • BIS, IS 8112: 43 grade ordinary Portland cement – specification, Bureau of Indian Standards, New Delhi, 1989.
  • Clayton, S., Grice, T. G. and Boger, D. V., Analysis of the slump test for on-site yield stress measurement of mineral suspensions. Int. J. Miner. Proc., 2003, 70, 3–21.
  • Roussel, N. S. and Leroy, R., From mini cone test to Abrams cone test: measurement of cement based materials yield stress using slump tests. Cem. Concr. Res., 2005, 35, 817–822.
  • Haiqiang, J., Fall, M. and Cui, L., Yield stress of cemented paste backfill in sub-zero environments: experimental results. Miner. Eng., 2016, 92, 141–150.

Abstract Views: 341

PDF Views: 116




  • Slump Test:Laboratory and Numerical Simulation-Based Approach for Consistency of Mill Tailings Paste

Abstract Views: 341  |  PDF Views: 116

Authors

S. K. Behera
CSIR-Central Institute of Mining and Fuel Research, Dhanbad 826 015, India
Prashant
CSIR-Central Institute of Mining and Fuel Research, Dhanbad 826 015, India
C. N. Ghosh
CSIR-Central Institute of Mining and Fuel Research, Dhanbad 826 015, India
D. P. Mishra
Indian Institute of Technology (Indian School of Mines), Dhanbad 826 004, India
P. K. Mandal
CSIR-Central Institute of Mining and Fuel Research, Dhanbad 826 015, India
Aniket Verma
CSIR-Central Institute of Mining and Fuel Research, Dhanbad 826 015, India
Sumeet Mohanty
Birla Institute of Technology and Science, Hyderabad 500 078, India
Kanhaiya Mishra
CSIR-Central Institute of Mining and Fuel Research, Dhanbad 826 015, India
P. K. Singh
CSIR-Central Institute of Mining and Fuel Research, Dhanbad 826 015, India

Abstract


Solid-to-water proportion decides the effectiveness of paste backfill in terms of transportation characteristics during mine backfilling. This article highlights various laboratory tests conducted to determine the optimum solid-to-water ratio. Also, numerical simulation was carried out using computational fluid dynamics technique (ANSYS FLUENT) to understand the slump lifting process and variation in volume of the paste with time. The optimum slump and spread for lead–zinc mill tailings paste were in the range 190– 200 mm and 330–340 mm respectively. The optimum water content in the paste fill for this study was found to be 23 wt%. Results show that the solid percentage is inversely related with slump and spread. Also, an optimum slump lifting speed needs to be maintained for accurate values of slump and spread.

Keywords


Computational Fluid Dynamics Modelling, Mill Tailings, Paste Fill, Slump Test.

References





DOI: https://doi.org/10.18520/cs%2Fv117%2Fi2%2F235-241