Superimposed Stress Calculation of Soil Underlying Anchor Beam considering Anisotropy and Strength Nonhomogeneity

Table 1

Material properties of the model.

Material	Density; (kg/m^3)	Young’s modulus; (MPa)	Poisson’s ratio	Cohesion; (kPa)	Friction; (°)
Soft clay	2000	50	0.15	30	20
Anchor beam	2500	25000	0.2	3000	50