Parameter Analysis on Hardening Soil Model of Soft Soil for Foundation Pits Based on Shear Rates in Shenzhen Bay, China

Table 3

Physical parameters of soil samples.

Soil samples	Depth (m)	Water content (%)	Density (g·cm^−3)	Specific gravity	Void ratio
T1	2.2∼3.4	48.3	1.67	2.70	1.40
T2	4.0∼5.5	47.5	1.74	2.71	1.31
T3	6.5∼7.8	48.4	1.64	2.69	1.42