Study of the Long-Term Deformation Characteristics of Municipal Sludge Solidified Soil under the Coupling Action of Dry-Wet Cycles and Initial Static Deviatoric Stress

Table 1

Basic physical properties of coastal soft clay in Tianjin.

Void ratio	Water content (%)	Density (g/cm^3)	Specific gravity	Liquid limit (%)	Plastic limit (%)	Modulus of compression (MPa)
1.287	46.9	1.76	2.74	43.4	25.9	2.605