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

<div>Influence of anisotropic stiffness ratio (<i>m</i>) on ground settlement and distribution of underground horizontal displacement. (a) Normalized ground settlement trough. (b) Normalized lateral displacement at offset, <i>x</i>/2<i>R</i> = 1.</div>

Advances in Civil Engineering

fig6

Figure 6

Figure 6: Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section 