Research on the Geostatic Stress Field Procedure under Complex Conditions

Table 1

Parameters of the materials in model 1.

Material	Elastic modulus (kPa)	Poisson’s ratio	Cohesion (kPa)	Friction angle (°)	Density (kg/m^3)
Clay	1.8 × 10^4	0.35	32	14	2.0