Study on Water Characteristic Curve and Shear Characteristics of Typical Unsaturated Silty Clay in Shaoxing

Table 2

Corresponding values of matric suction and water content in unsaturated soil consolidation test.

Matric suction/(kPa)	1	25	50	75	100	150	200	300	400	500
Mass water content/(%)	29.7	28.8	27.8	24.9	22.1	20.5	19.0	16.8	15.0	13.4
Volume water content/(%)	44.9	43.5	42.0	37.6	33.4	31.0	28.7	25.4	22.7	20.2