Evolution of Mechanical Behaviors and Microstructure of Tianjin Binhai Cohesive Soil during Freeze-Thaw Cycles

Table 1

Basic index properties of the tested cohesive soil.

Properties	Natural moisture content (%)	Density (g/cm^3)	Specific gravity	Void ratio	Liquid limit (%)	Plastic limit (%)	Plasticity index	Liquid index	Unconfined compressive strength (kPa)	Standard number for each test
Cohesive soil	51.70	1.73	2.75	1.41	63.60	33.70	24.60	0.92	55.70	2