Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section

Figure 3

Analytical predictions of elastic solutions with isotropic and cross-anisotropic stiffness parameters for London clay. (a) Horizontal normal stress. (b) Vertical normal stress. (c) Shear stress. (d) Horizontal displacement. (e) Vertical displacement.

(a)

(b)

(c)

(d)

(e)