Consolidation behaviour of bentonites in the presence of salt solutions: Fid-Bau Portal

Consolidation behaviour of bentonites in the presence of salt solutions

Dutta, Jagori / Mishra, Anil Kumar

Abstract Due to its high swelling capacity and lower value of hydraulic conductivity, compacted bentonite is used as a liner material at the waste disposal site. Salts presents in landfill leachates may cause the diffuse double layer of bentonite to shrink which in turn affects its swelling and compressibility behaviour. Consolidation is among important properties of the liner material which need to be studied for settlement analysis. This study was carried out to investigate the effect of NaCl and CaCl2 solutions of varying concentrations, on the consolidation behaviour of two compacted bentonites having different mineralogical composition. The bentonites were studied in terms of changes in the mechanical parameters including the coefficient of volume change (m v), coefficient of consolidation (c v), compression index (C c) and time taken to complete 90% of consolidation (t 90) in the presence of the salt solutions. The results showed that the C c, m v and t 90 of the bentonites decreased, whereas, c v increased with the increase in salt concentration. Bentonite of higher quality defined by having a higher cation exchange capacity, exchangeable sodium percentage and swelling capacity, exhibited higher values for C c, m v and t 90 in comparison to lower quality bentonite. Results also showed that irrespective of the salt solution present c v decreased, whereas, t 90 increased with increase in the consolidation pressure. However, with increasing in the pressure, m v increased initially and after reaching a peak value it decreased. A higher value of theoretical void ratio was obtained from diffuse double layer theory for both the bentonites at lower overburden pressure and water as pore fluid. However, with increase in the consolidation pressure the theoretically obtained void ratio–pressure curve converged towards the experimentally obtained curve and crossed it at certain pressure and diverged again. However, with salt as a pore fluid a higher value of experimentally obtained void ratio was observed.

Highlights • Consolidation parameters depend upon overburden pressure, mineralogy and pore water chemistry. • Bentonites consolidate faster in the presence of salt solution in comparison to water. • C c, m v and t 90 of the bentonites decreased whereas c v increased with the increase in salt concentration. • c v decreased whereas t 90 increased with the increase in the overburden pressure. • Bentonite with higher liquid limit and swelling capacity exhibited higher values of t 90, m v and C c.