Analytical Solution of Three-Dimensional Heaving Displacement of Ground Surface during Tunnel Freezing Construction Based on Stochastic Medium Theory

<div>Contour figure of ground frost heave caused by freezing for 90 days (mm. 0 537 <i>α</i> <i>=</i> 10°).</div>

Advances in Civil Engineering

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Figure 21

Figure 21: Analytical Solution of Three-Dimensional Heaving Displacement of Ground Surface during Tunnel Freezing Construction Based on Stochastic Medium Theory 

Figure 21 | Analytical Solution of Three-Dimensional Heaving Displacement of Ground Surface during Tunnel Freezing Construction Based on Stochastic Medium Theory 