Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration

Table 1

Physical and mechanical properties of soil.

Density (g·cm^−3)	Liquid limit (%)	Plastic limit (%)	Plastic index	Cohesion (kPa)	Internal friction angle (°)	Compressibility coefficient (MPa^−1)	Compressibility modulus (MPa)
1.68	66.26	38.68	30.42	58.13	22.15	0.267	10.116