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Effect of Tailings Properties on Paste backfill performance

Effect of Tailings Properties on Paste backfill performance. M. fall, M. Benzaazoua, S. Quellet ( University of Qucbec in Abitibi- Temiscamingus, Canada). Abstract :

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Effect of Tailings Properties on Paste backfill performance

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  1. Effect of Tailings Properties on Paste backfill performance M. fall, M. Benzaazoua, S. Quellet ( University of Qucbec in Abitibi- Temiscamingus, Canada)

  2. Abstract : The increasing use of paste backfill in underground mining makes it necessary to quantify the effect of tailings properties ,such as physical and chemical properties, on the performance properties of cemented paste backfill (CPB) .

  3. Hence, this paper presents the results of an experimental investigation carried out to evaluate the influence of physical (tailings particle size and density) and chemical properties (tailings sulphide content ) of tailings on the performance properties of the paste backfill.

  4. The studied performance properties included: mechanical and economical performance ,water demand, pulp density and transportability. The gained results have shown that the tailings fineness and density influence significantly the performance properties of paste backfill.

  5. The sulphide content of the tailings has also significant effect on the performance of paste backfill. The results of this study will contribute to better understand the behaviors of the paste backfill and optimize its mixtures.

  6. 1 Introduction • The use of paste technology for underground backfill has been accepted as a cost-effectivealternative to rock and hydraulic backfill worldwide in the mining industry. Its using is extensive in Canadian underground hard rock mines and follows an increasing trend as well as in many parts of the world.

  7. The application of paste backfill leads to a significant reduction of cyclical nature of mining, improves ground conditions, ensures the stability of the underground excavations, speed up production and greatly reduces environmental costs .Additionally, paste backfill applications , known to

  8. allow enhanced disposal of large fractions of fine tailings thathave traditionally requiredpermanent surface disposal and management, offer other significant environmental and cost benefits for mines . However, despite extensive use of this relatively new technology, all effects of tailings propertieson paste backfill are not fully known.

  9. Only a few works have shown that the tailings particle size can influence the strength of the hardened paste backfill. But these works only briefly described the influence of tailings particle size on CPB uniaxial compressive strength (UCS).

  10. They had no informationon the effect of tailings particle size on all of the most important quality criteriafor backfill. They also did not account for the influence of tailings density and sulphide contents. • Hence, cooperative research studies were conducted by the above authors with several Canadian underground hard rock

  11. mines currently using cemented paste backfill to investigate the effect of the physical and chemical properties of tailings on paste backfill as well as to optimize the desliming of mill tailings. This paper presents the results of the experimental part of these research studies.

  12. Thus, the main purpose of this experimental study was to evaluate the influence of tailings fineness and densityon the performance properties of the paste backfill, and to study the effect of the amount of sulphide minerals contained in the tailing on the quality of the paste backfill.

  13. The studied performance properties included the strength, cost and microstructure of the hardened paste backfill and the water demand for the fresh paste backfill. The reactivity of the sulphide minerals present in the tailings was also evaluated.

  14. 2 Results and Discussions • 2.1 Effect of physical properties of tailings on paste backfill performance • 2.1.1 Effect of tailings fineness on the microstructure of paste backfill • The main results of the effect of tailings fineness on the microstructure of paste backfill are presented in Figure 2 to 3. • From this figure, it is clear that the proportion of fine tailings (<20um), i.e.,

  15. the fineness of the tailings materials used in the sample mixture strongly influence both the overall porosity of the cemented backfill material( Figure 2)and the pore sizedistribution within it (Figure2 and 3). • The finer the tailings materials used, i.e., the greater the proportion of fine tailings particles ,the greater the overall porosity of the backfill becomes .

  16. Figure2 shows that the total porosity of all of the paste backfill samples decreases as the proportion of fine particles (<20um) in the tailings material decrease. However, the extent of porosity decrease is variable ,i.e., depends on fines content . • The decrease in porosity with the decrease in the fines contentisgreater

  17. for paste backfill made of fine(fines<60%) or medium(fines: 60%~35%)tailingsthanthose made from coarse tailings . • Figure 2 shows also the microstructure (total porosity and void ratio) of the paste material is strongly influenced by the drainage ability of the fresh backfill .

  18. The drained paste backfill samples show both less porosityandsmaller void ratios, As shown in Benzaazoua et al.(2003), paste backfill mixes made from coarse tailings loose more water (by drainage) than those made from fine tailings material . This water loss leads to the settling of the paste backfill (increasing

  19. of the packing density) and the consequent reduction of total porosity and void ratio of the backfill material. These observations are in substantial agreement with earlier experimental investigations about CPB drainage ability performed by Belem et al.(2002).

  20. Figure3 also shows that the paste backfill specimens are characterized by two distinct pore size distribution, notably pore diameters between 0.05~1um and pore diameters between 1~10um . The contributionof pore diameters smallerthan 0.05um or greater than 10um tooverall porosityis low.

  21. The distribution of the two main pore diameters is significantly influenced by the proportions of fine tailings particles . • Whilethe pore diameters between 0.05 and 1 um are relatively well represented in the samples made from fine and medium tailings , their volume is small in backfill samples made from coarse tailings (Figure3).

  22. Indeed, it can be observed in Figure 3, that decreasing of proportion of fines in the tailings is associated with a decreasing of the volumes of pores with diameter smaller than 1 um (Figure 3). • The volume of macropores >1um is greatest in paste backfill samples made from tailings containing only 25% of fines

  23. particles (coarse tailings). This may have effect on paste backfill strength gain. • 2.1.2 Effect of tailings fineness on paste backfill strength development • Figure4 show the compressive strength development of the paste backfill related tothe size of the tailings fineness. It points out that the proportion of fines

  24. (<20um) in the tailings materials has a strong influence on the strength gain of the CPB .It can also be noted that coarse and medium tailings are more favorable for paste backfill strength gain. A CPB made of fine tailings generates lower strength .Figure4 also indicates that, for the undrained paste backfill samples ,

  25. the UCS increases as the grain finenessdecrease until approximately 35~55% of the fines content was reached, at which point it remains constant (Figure4a) or begins to slowly decrease (Figure4b) with decreasing grain fineness. • These observations can be attributed to the influence of the tailings fineness onthe overall porosity of the paste backfill

  26. as well as to the effect on the pore size distribution within it (Figure2 and 3),and to the influence of the tailings particle size on the specific surface of the tailings material. • Indeed , from a fines content of 60~90 wt.% to coarse tailings with a fines content of 25 and 35 wt.%,

  27. there is a grading improvement of the tailings particle size distribution( Table 2 and Fifgure1). • This leads to a decrease of the void spaces between the tailings particles and consequently, tolower porosities or void spaces within paste backfill as shown in Figure2.

  28. This decreasing porosities or void spaces thus causes an increase in paste backfill strength. • However, decreasing the porosity of the backfill with a decrease in the proportions of the fines tailings particles (<20um) is not the only parameterresponsible forthe variation in backfill strength.

  29. Indeed, it can not explain the slight decrease of backfill strength for a fines proportion of 30%~25%. • Analysis of Figure 3 shows that the pore size distribution within the paste backfill, particularly the proportions macropores with diameter between 1~10um, seems to play a significant role in the strength gain

  30. of paste backfill. As observed in figure 3 and 4, at 25% fines content, the proportions of macropores 1~10um within the paste backfill increases drastically. This higher proportion of macropores (1~10um) may have caused the small decrease of the strength for paste backfill made from coarse tailings

  31. (25%fines) compared to backfill specimens made from tailings containing 50% to 40% fines particles. Thus, it can be concluded thatnot only does the overall porosity influence the strength of the paste backfill, butthe pore size distribution, which is largely governed by the proportions of fine particles present in

  32. the tailings material, also plays a decisive role inthe strength development of the cemented backfill. • In addition to the effect of overall porosity and pore size distributionon the backfill strength gain, the finer particlesincrease the specific surface of the tailings materials and thus increase the surface area that must be cemented,

  33. since the cement coats the surface of the tailings particles. This also contributes tostrength decrease of the paste backfill (Figure4) with increased tailings fineness. From Figure 4a, it can be observed that the drained paste backfill samples show higher strength than the undrained samples .

  34. This maybe attributed tothe fact thatdrainage of the excess water in the fresh paste backfillleads tothe settling of and higher packing density of the backfill . • This causes a reduction in the total porosity and void ratio of the backfill material and consequently, to higher strength.

  35. Additionally, the drainage of the excess water affects positively the cement hydration (Benzaazoua et al. 2003b) • From Figure4, it can also be clearly seen that the fineness of the tailings strongly influences the rate of backfill strength gainat early stage(up to 28 days curing). Paste backfill mixes made from coarse

  36. tailings (low proportion of fines)gain strengthfaster than those made from fine tailings (high proportion of fines).This is caused by the fact ,that for a given W/C, the volume of void spaces between the tailings particles to be filled by the cement hydration productis smaller in the paste backfill specimens made from

  37. coarser tailings (lower porosity) than those made from finer tailings material. • 2.1.3 Effect of tailings fineness on water requirement of the fresh paste backfill • Figure5 shows the effect of the tailings fineness on the water/cementratio and pulp density of cemented paste backfill. It can be noted that W/C of the paste

  38. backfill increase with the grain fineness of the CPB . For a given slump, the pulp density of the CPB decreases as the fineness of the tailings increases . • This means fine tailings require more water for a given consistencythan medium and coarse tailings. • The influence of tailings particle size on water demand comes from the fact

  39. that the cement paste in its function as an adhesive, coats the surface of all tailings particles. • Finer particles mean that there is more surface area to be wetted, which in turn yields both higher moisture levels and lower densities for a given consistency. Additionally, since the overall porosity and

  40. void ratio of the paste backfill decreases from fine to coarse tailings , for a given total weight of tailings and cement ,coarse tailings requireless water than medium or fine tailings to reach the same consistency or pulp density . • The comparison of Figure4 and 5 indicates that the optimal W/C ratio to produce paste backfill with high strength is dependent on the fineness of the used tailings materials.

  41. 2.1.4 Effect of tailings density on strength and binder consumption of the paste backfill • Figure 6 shows that, for a given curing time, there is a relationship between the strength and the density of the tailings materials used. It can be observed that increasing of the tailings density (from Gs=3.2) gives the paste backfill a higher strength for the same

  42. binder proportion (4.5% in weight) .This increasing in U with the tailings density is due tohigher binder consumption in volume, as shown in Figure 7. The latter puts into relief that , the higher the density of the tailings, the higher the binder consumption (in volume), i.e. the more expensive the backfill becomes.

  43. These results clearly demonstrate that the evaluation of the binder content of the CPB by weight percent, as commonly used in the mining industry does not show the real binder consumption of the paste backfill ,in cases where the density of the mill tailings strongly vary. They also demonstrate the economic significance of

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