The Effects of Isolation Pile on the Ground Deformation due to a Deep Pit Excavation

Table 2

The input parameters of HSS.

Parameter and unit	Dry sand
Constitutive model	HSS
Unit weight (kN/m^3)	18
Cohesion (kPa)	0.1
Friction angle (˚)	44
Dilation angle (˚)	0
E (kPa)	15 × 10^3
E (kPa)	15 × 10^3
E (kPa)	60 × 10^3
υur	0.2
m	0.5
G0 (kPa)	60 × 10^3
γ0.7	1 × 10^−4