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

<div>GRC at different gravity condition and intermediate principal stress. (a) Ignoring the gravity effect. (b) Considering the gravity effect.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Unified Analytical Solutions of Circular Tunnel Excavated in an Elastic-Brittle-Plastic Rock Mass considering Blast-Induced Damage and Dead Weight Loading 

Figure 5 | Unified Analytical Solutions of Circular Tunnel Excavated in an Elastic-Brittle-Plastic Rock Mass considering Blast-Induced Damage and Dead Weight Loading 