6
CONCLUSION
The proportions of SiO2/Al2O3 and SiO2/NaOH are a
key factor for the proper formulation of geopolymerized
samples. Results indicate that it is possible to use geo-
polymerized tailings as raw material for making bricks.
Geomechanical tests indicate that it is possible to manufac-
ture type I and type II bricks since the compressive strength
results ranged between 2 MPa and 8 MPa. The electrical
conductivity values (13.91–16.11 mS/cm2) of the leachates
from the leaching tests of the geopolymerized samples show
a slight leaching of the material. Leaching tests show that
bricks do not generate acidic solutions (pH 10.5). The
concentrations of the leached elements (Cu, Cd, Zn, Fe, Cr
and Pb) of the geopolymerized samples are below the maxi-
mum permissible limits despite the fact that the highest
leaching percentages are of cadmium (69%) and chromium
(93%). These results show that geopolymeric cement made
from tailings can be used as a good material for infrastruc-
ture with many advantages over conventional cement, such
as mechanical resistance, low levels of leached heavy metals,
low concentration levels of natural radioactivity with a low
degree of radiation contamination.
Acknowledgment
This work was supported by the Mining Engineering
Section and funded by the Pontifical Catholic University
of Peru (Grant: E-0015/PI 00752). The authors acknowl-
edge the Center of Materials Analysis of the PUCP (CAM-
PUCP) for the facilities to carry out the ICP-MS analyses.
Competing interest
The authors declare that they have no conflict of interest in
the publication.
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