Research on the Geostatic Stress Field Procedure under Complex Conditions

Table 3

Parameters of the materials in Model 2.

Material	Elastic modulus (kPa)	Poisson’s ratio	Cohesion (kPa)	Friction angle (°)	Density (kg/m^3)
Soil	1.8 × 10^4	0.35	32	14	20
Concrete	3.15 × 10^7	0.2	—	—	25