Ouellet, S & Brunet, F 2010, 'Design of the paste backfill recipe for the Pinos Altos Mine, Mexico — influence of tailings clay mineral fraction on strength and rheology', in R Jewell & AB Fourie (eds), Proceedings of the Thirteenth International Seminar on Paste and Thickened Tailings
, Australian Centre for Geomechanics, Perth, pp. 217-227, https://doi.org/10.36487/ACG_rep/1063_19_Ouellet
Agnico-Eagle Mexico S.A. de C.V. (AEM) plans to commission a new paste backfill plant at the Pinos Altos
mine (Mexico) in March 2010. In 2008–2009, the paste recipe was designed to develop required strength for
free standing of the backfill in stope after 28 days. This recipe development was not as easy as usual because
the tailings contain a significant proportion of clayey minerals and these cohesive minerals control the
rheology of tailings. This paper presents the different laboratory investigations performed to achieve the
required strength considering the flow characteristics of the tailings.
The paste recipe design was performed in two phases. The first one included testing of different paste recipes
with varying water and binder (Chihuahua cement) content. The main investigation of the rheology
(laboratory rheometer tests) of the paste was performed during this phase. The second phase was carried out
to optimise the paste recipe by changing different ingredients to improve the geomechanical properties
considering the clay mineral content in tailings. Tests with slag (Lafarge Canada), with deslimed tailings
and with water reducing admixtures (BASF Glenium 7700™ and 7102™) were performed (Glenium 7102
and 7700 are trademarks from BASF Construction Chemicals). In this phase, five backfill samples were also
cured under 300 kPa of vertical pressure, which is similar to the one estimated at the bottom of a typical
Among mixtures tested, paste with 7% Chihuahua cement/71% solids and paste with 7% Chihuahua cement
and Lafarge Slag in a 20:80 proportion/71% solids gave the best results. These mixtures were selected for
tests under vertical pressure and results showed significant strength increases at 28 curing days relative to
the standards. Thus, significant strength increase is expected in stope due to consolidation relative to
laboratory results. Tests with deslimed tailings and admixtures were not conclusive, and these options to
increase strength were not retained. The rheological measurements performed on all mixtures tested showed
a Bingham plastic behaviour. A clear influence of the water and binder content were observed on the yield
stress of the paste.
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Design of the paste backfill recipe for the Pinos Altos Mine, Mexico — influence of tailings clay mineral S. Ouellet and F. Brunet
fraction on strength and rheology
228 Paste 2010, Toronto, Canada