Hybrid Finite-Discrete Element Modelling of Excavation Damaged Zone Formation Process Induced by Blasts in a Deep Tunnel

<div>Location of the TASQ tunnel and its designed geometry (modified after Chirstiansson et al., 2005) [<a href="/journals/ace/2020/7153958/#B38">38</a>]: (a) location of the TASQ; (b) designed tunnel geometry.</div>

Advances in Civil Engineering

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Figure 14

Figure 14: Hybrid Finite-Discrete Element Modelling of Excavation Damaged Zone Formation Process Induced by Blasts in a Deep Tunnel 