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Effect of different particle size distribution of zeolite on the strength of cemented paste backfill

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Abstract

Cemented paste backfill system used for the storage of tailings underground also serves as support against subsidence due to roof loads. Therefore, paste backfill materials should be optimized according to strength, environment, and cost requirements. The main purpose of this study is to determine the ratio and optimal particle size distribution of zeolite which is one of the natural pozzolanic materials and can substitute cement in paste backfill. As a result of the experiments without zeolite, it was determined that paste backfill materials with the cement ratio of 9% and 11% can be used for ground support instead of the cemented paste backfill reference samples with 80% solid content. Then, zeolite-substituted samples were prepared in 2 different particle sizes of − 90 μm and − 180 μm at cement ratios of 5%, 10%, 15%, and 20%. Then, the effects of the paste backfill materials on the strength of curing periods of 28, 56, and 90 days were examined. As a result, it was found that 9% cemented paste backfills with 15% zeolite substitutes (− 90 μm) and 11% cemented paste backfills with 10% zeolite substitutes (− 180 μm) could be used in paste backfill. Also, 11% cemented paste backfills with 10% zeolite substitutes (− 180 μm) provide better strength depending on the curing times.

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References

  • Abdul-Hussain N, Fall M (2011) Unsaturated hydraulic properties of cemented tailings backfill that contains sodium silicate. Eng Geol 123(4):288–301

    Article  Google Scholar 

  • Adiguzel D, Bascetin A (2019) The investigation of effect of particle size distribution on flow behavior of paste tailings. J Environ Manag 243:393–401

    Article  Google Scholar 

  • Akgun Y (2017) Determination of pozzolanic activity for using natural zeolite analcime in sustainability additive cement products. Periodicals Eng Nat Sci 5(2):187–193

    Google Scholar 

  • ASTM C143 2015) Standard test method for slump of hydraulic-cement concrete. ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM C311 (2018) Standard test methods for sampling and testing fly ash or natural pozzolans for use in portland-cement concrete. ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM C39 (2018) Standard test method for compressive strength of cylindrical concrete specimens. ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM C430 (2017) Standard test method for fineness of hydraulic cement by the 45-μm (No. 325) sieve. ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM C618 (2019) Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. ASTM International, West Conshohocken, PA

    Google Scholar 

  • Belem T, Benzaazoua M (2008) Design and application of underground mine paste backfill technology. Geotech Geol Eng 26(2):147–174

    Article  Google Scholar 

  • Benzaazoua M, Belem T, Bussière B. (2002) Chemical factors that influence the performance of mine sulphidic paste backfill. Cem Concr Res 32(7):1133–1144

    Article  CAS  Google Scholar 

  • Benzaazoua M, Fall M, Belem T (2004) A contribution to understanding the hardening process of cemented pastefill. Miner Eng 17(2):141–152

    Article  CAS  Google Scholar 

  • Bilgin O, Kantarci S (2018) Investigation of technological properties of observed hoylandit /clinoptilolite zeolite formation near Bigadiç (Balikesir, Turkey). J BAUN Inst Sci Technol 20(1):589–601

    Google Scholar 

  • Bowker LN, Chambers DM (2015) The risk, public liability, & economics of tailings storage facility failures. Research Paper. Stonington, ME

  • Bowker LN, Chambers DM (2016) Root causes of tailings dam overtopping: the economics of risk & consequence. Protections 2016 2nd ınternational seminar on dam protection against overtopping Ft. Collins, Colorado, USA, 7–9 September 2016. ISBN: 978-1-1889143-27-9

  • Brackebusch FW (1994) Basics of paste backfill systems. Min Eng 46:1175–1178

    CAS  Google Scholar 

  • Burriesci N, Arcoraci C, Giordano N, Antonucci PL (1985) Zeolites from pumice and tuffas evaluation of pozzolanic cement constituents. Zeolites 5:96–100

    Article  CAS  Google Scholar 

  • Canpolat F, Yilmaz K, Mkose M, Sumer M, Yurdusev MA (2004) Use of zeolite, coal bottom ash and fly ash as replacement materials in cement production. Cem Concr Res 34:731–735

    Article  CAS  Google Scholar 

  • Cihangir F, Ercikdi B, Kesimal A, Deveci H, Erdemir F (2015) Paste backfill of high-sulphide mill tailings using alkali-activated blast furnace slag: effect of activator nature, concentration and slag properties. Miner Eng 83:117–127

    Article  CAS  Google Scholar 

  • Clark CC, Vickery JD, Backer RR (1995) Transport of total tailings paste backfill: results of full-scale pipe test loop pumping tests. Report of investigation, RI 9573, USBM, 37 pp

  • Dong Q, Liang B, Jia L, Jiang L (2019) Effect of sulfide on the long-term strength of lead-zinc tailings cemented paste backfill. Constr Build Mater 200:436–446

    Article  CAS  Google Scholar 

  • Doula MK, Ioannou A (2003) The effect of electrolyte anion on Cu adsorption–desorption by clinoptilolite. Microporous Mesoporous Mater 58:115–130

    Article  CAS  Google Scholar 

  • Eker H (2019) Determination of optimum design parameters in deposition of metalic process tailings by paste backfill method, Ph.D. thesis, Advisor Prof. Dr. Atac Bascetin. Istanbul University-Cerrahpasa Institute of Graduate Studies

  • Erdem E, Karapinar N, Donat R (2004) The removal of heavy metal cations by natural zeolites. J Coll Inter Sci 280:309–314

    Article  CAS  Google Scholar 

  • Fall M, Pokharel M (2010) Coupled effects of sulphate and temperature on the strength development of cemented tailings backfills: portland cement-paste backfill. Cement Concr Compos 32(10):819–828

    Article  CAS  Google Scholar 

  • Fall M, Benzaazoua M, Ouellet S (2005) Experimental characterization of the effect of tailings fineness and density on the quality of cemented paste backfill. Miner Eng 18(1):41–44

    Article  CAS  Google Scholar 

  • Fall M, Benzaazoua M, Saa EG (2008) Mix proportioning of underground cemented tailings backfill. Tunn Undergr Space Technol 23(1):80–90

    Article  Google Scholar 

  • Fall M, Adrien D, Célestin JC, Pokharel M, Touré M (2009) Saturated hydraulic conductivity of cemented paste backfill. Miner Eng 22(15):1307–1317

    Article  CAS  Google Scholar 

  • Fall M, Benzaazoua M, Ouellet S (2004) Effect of tailings properties on paste backfill performance, In: The 8th international symposium on mining with backfill, Beijing, China, pp 193–202

  • Ghirian A, Fall M (2015) Coupled behavior of cemented paste backfill at early ages. Geotech Geol Eng 33(5):1141–1166

    Article  Google Scholar 

  • Ghirian A, Fall M (2016) Long-term coupled behaviour of cemented paste backfill in load cell experiments. Geomech Geoeng 11(4):237–251

    Article  Google Scholar 

  • Grice AG (1998) Underground mining with backfill. The 2nd annual summit—mine tailings disposal systems, 24–25 November 1998, Brisbane, Australia, 14 p

  • Hassani F, Archibald J (1998) Mine backfill. In: Canadian Institute of Mine, Metallurgy and Petroleum, Published on CD-ROM Proceedings, Canada, 263p

  • Hefni MA (2014) An investigation into the develpoment and potential of foam minefill, Ph.D. thesis, McGill University

  • Huang S, Xia K, Qiao L (2011) (2011) Dynamic tests of cemented paste backfill: effects of strain rate, curing time, and cement content on compressive strength. J Mater Sci 46:5165–5170

    Article  CAS  Google Scholar 

  • Ikotun BD (2009) The effect of modified zeolite additive as a cement and concrete improver. M.Sc. thesis. Johannesburg: University of the Witwatersrand.

  • ISO 14688-2 (2004) Geotechnical investigation and testing—ıdentification and classification of soil—part 2: principles for a classification

  • Jiang H, Fall M, Cui L (2017) Freezing behaviour of cemented paste backfill material in column experiments. Constr Build Mater 147:837–846

    Article  CAS  Google Scholar 

  • Jung SJ, Biswas K (2002) Review of current high density paste fill and its technology. Miner Resour Eng 11(2):18

    Google Scholar 

  • Kesimal A, Yilmaz E, Ercikdi B, Alp I, ve Deveci, H. (2005) Effect of properties of tailings and binder on the short-and long-term strength and stability of cemented paste backfill. Mater Lett 59:3703–3709

    Article  CAS  Google Scholar 

  • Koohestani B, Bussière B, Belem T, Koubaa A (2017) Influence of polymer powder on properties of cemented paste backfill. Int J Miner Process 167:1–8

    Article  CAS  Google Scholar 

  • Li T, Singh U, Coxon J, Grice TG, Sainsbury D (2002) Development and application of paste fill using dry tailings. In: First International seminar on deep and high stress mining, Perth, 10 pp

  • Li W, Fall M (2016) Sulphate effect on the early age strength and self-desiccation of cemented paste backfill. Constr Build Mater 106:296–304

    Article  CAS  Google Scholar 

  • Morali N (2006) Investigation of zinc and lead removal from aqueous solutions using clinoptilolite. M.Sc. thesis, Supervisor: Assist. Prof. Dr. Ipek Imamoglu, METU

  • Mozgawa W, Bajda T (2005) Spectroscopic study of heavy metals sorption on clinoptilolite. Phys Chem Minerals 31:709–713

    Article  Google Scholar 

  • Ouattara D, Yahia A, Mbonimpa M, Belem T (2017) Effects of superplasticizer on rheological properties of cemented paste backfills. Int J Miner Process 161:28–40

    Article  CAS  Google Scholar 

  • Ouattara D, Mbonimpa M, Yahia A, Belem T (2018) Assessment of rheological parameters of high density cemented paste backfill mixtures incorporating superplasticizers. Constr Build Mater 190:294–307

    Article  CAS  Google Scholar 

  • Shaheen SM, Derbalah AS, Moghanm FS (2012) Removal of heavy metals from aqueous solution by zeolite in competitive sorption system. Int J Environ Sci Dev 3(4):362–367

    Article  CAS  Google Scholar 

  • Tariq A, Nehdi M (2007) Developing durable paste backfill from sulphidic tailings. Proc İnst Civil Eng Waste Resour Manag 160(4):155–166

    CAS  Google Scholar 

  • Trgo M, Peric J (2003) Interaction of the zeolitic tuff with Zn-containing simulated pollutant solutions. J Colloid Interface Sci 260:166–175

    Article  CAS  Google Scholar 

  • Wang Y, Wu A, Wang S, Wang H, Yang L, Wang Y, Ruan ZE (2017) Correlative mechanism of hydraulic-mechanical property in cemented paste backfill. J Wuhan Univ Technol Mater Sci Ed 32(3):579–585

    Article  CAS  Google Scholar 

  • WISE (2020) World information service on energy uranium project, chronology of major tailings dam failures, from 1960. http://www.wise-uranium.org/mdaf.html (March 16, 2020).

  • Wu A, Wang Y, Wang H, Yin S, Miao X (2015) Coupled effects of cement type and water quality on the properties of cemented paste backfill. Int J Miner Process 143:65–71

    Article  CAS  Google Scholar 

  • Wu J, Feng M, Chen Z, Mao X, And HG, Wang Y (2018) Particle size distribution effects on the strength characteristic of cemented paste backfill. Minerals 8:322

    Article  Google Scholar 

  • Yilmaz E, Benzaazoua M, Belem T, Bussière B (2009) Effect of curing under pressure on compressive strength development of cemented paste backfill. Miner Eng 22(9–10):772–785

    Article  CAS  Google Scholar 

  • Yilmaz E, Belem T, Bussière B, Benzaazoua M (2011) Relationships between microstructural properties and compressive strength of consolidated and unconsolidated cemented paste backfills. Cement Concr Compos 33(6):702–715

    Article  CAS  Google Scholar 

  • Yilmaz E, Belem T, Benzaazoua M (2015) Specimen size effect on strength behavior of cemented paste backfills subjected to different placement conditions. Eng Geol 185:52–62

    Article  Google Scholar 

Download references

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The authors wish to thank all who assisted in conducting this work.

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  1. Department of Mining Engineering, Engineering Faculty, Istanbul University-Cerrahpasa, 34500, Istanbul, Turkey

    S. Tuylu

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  1. S. Tuylu
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Tuylu, S. Effect of different particle size distribution of zeolite on the strength of cemented paste backfill. Int. J. Environ. Sci. Technol. 19, 131–140 (2022). https://doi.org/10.1007/s13762-021-03659-7

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  • DOI: https://doi.org/10.1007/s13762-021-03659-7

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