Strength and Pore Structure Development of High-Plasticity Clay Treated with MK-Blended Cement

Table 1

Physical properties of soil for the experiment.

Natural water content (%)	Specific gravity	Liquid limits (%)	Plastic limits (%)	Particle size distribution (%)
				Sand	Silt	Clay
51.3	2.7	54.1	26.0	3	44	53

Note. Sand (0.074 mm < d ≤ 2 mm); silt (0.005 mm < d ≤ 0.074 mm); clay (d < 0.005 mm).