Unified Analytical Solutions of Circular Tunnel Excavated in an Elastic-Brittle-Plastic Rock Mass considering Blast-Induced Damage and Dead Weight Loading

<div>Comparison of stress distribution under (a) <i>b</i> = 0.0, (b) <i>b</i> = 0.5, and (c) <i>b</i> = 1.0.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Unified Analytical Solutions of Circular Tunnel Excavated in an Elastic-Brittle-Plastic Rock Mass considering Blast-Induced Damage and Dead Weight Loading 

Figure 4 | Unified Analytical Solutions of Circular Tunnel Excavated in an Elastic-Brittle-Plastic Rock Mass considering Blast-Induced Damage and Dead Weight Loading 