Coupled Effect of Granite Sand and Calcium Lignosulphonate on the Strength Behavior of Cohesive Soil

This paper assesses the significance of stabilizing clay soil with calcium lignosulphonate (CLS) and granite sand (GS). Unconfined compressive strength (qc) hydraulic conductivity (K) are taken as performance indicators effect varying dosages GS (30%, 40%, 50%) CLS (0.5%, 1%, 1.5%, 2%) at different curing periods on qc K examined. The best fit regression equations have been proposed to relate untreated stabilized using CLS. nonlinear provide details experimental data aid in estimating very efficiently reliably for targeted geotechnical applications from a sustainable perspective.