Influence of Alkaline Activators on Unconfined Compressive Strength of Saline Soils Stabilised with Ground Granulated Blast Furnace Slags

<div>Microstructure of saline soils stabilised with Na<sub>2</sub>CO<sub>3</sub> and GGBS. (a) Close-up of specimen; (b) hydration product.</div>

Advances in Civil Engineering

Figure 16: Influence of Alkaline Activators on Unconfined Compressive Strength of Saline Soils Stabilised with Ground Granulated Blast Furnace Slags 