Experiment Study of Lateral Unloading Stress Path and Excess Pore Water Pressure on Creep Behavior of Soft Soil

Table 1

Physicomechanical properties of soft soil.

Soil samples	Physical properties									Shear properties
	ρ (g/cm^3)	(%)	e	Sr (%)	Gs	(%)	(%)	Ip	IL	c (kPa)	φ (°)
Undisturbed sample	1.80	39.2	1.105	96.0	2.73	41.5	25.2	16.3	0.88	18.1	26.4
Disturbed sample	1.82	39.6	1.094	98.8						19.9	28

The average value of 30 undisturbed samples.