Viscoelastic behaviour of flocculated silica sediments in concentrated monovalent chloride salt solutions

Silica sand and quartz represent the second most common mineral in the earth's crust. The silica-water interface is central to the processing of a large number of mineral systems and the flow properties of particulate suspensions. In particular, these flow properties define the upper limit to processing of tailings suspensions in the mining industry and, ultimately, the recovery of water. In some regions of the world, the scarcity of fresh water has pushed this industry to use seawater, either as is or partially desalinated. Here we analyze the impact of monovalent alkali metal chlorides that are typical of seawater on the viscoelastic behaviour of flocculated silica sediments at concentrations typical of thickening systems. The sediment samples were subject to creep-recovery tests. All sediments exhibit nonlinear viscoelastic behaviour, deduced from the compliance-applied stress relationship. Interestingly, creep recovery was observed to be related to the Hofmeister series, Cs+ < K+ < Na+ < Li+, with Cs+ producing lower recoveries than Li+. The yield stress, critical strain, and critical strain energy of the sediments were observed to be higher in maker salts (Na+ and Li+) compared with breaker salts (Cs+ and K+), due to stronger bonds in the particle networks. Our model of viscoelastic behaviour (Goñi et al., 2015) satisfactorily reproduces all experimental strain-time curves. The work provides novel input to decisions about the use of seawater or partially desalinated seawater in minerals processing with direct implications for tailings transportation, handling and water recovery.