It used intrusive and marble material (waste rock) and M4 (tailings) material at different mixed ratios: 2 : 1, 4: 1, 6: 1, and 8: 1; needed information for incorporating the segregation effect in the simulations works and models. Monotonic and Loading & Unloading testing were performed, whose results are shown below: Figure 10 – Large Shear stress vs axial deformation (Phase 2) 3.2.8 Large Diameter Kinetic Testing - Phase 2 (Canada) The same materials and mixture ratio were used as in large-scale triaxial testing to analyze the segregation effect in the geochemical models Figure 11. Large Diameter Kinetic Testing Results – pH Figure 12. Large Diameter Kinetic Testing Results – Sulfate
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