Stability Analysis of Host Claystone under T-M Coupling of HLW Disposal Repository in China: Experiments and Numerical Simulation

<div>The plastic zone at different stages of the numerical model: (a) After excavation of tunnel; (b) The tunnel after 100 years of buried waste tank.</div>

Geofluids

fig11

Figure 11

Figure 11: Stability Analysis of Host Claystone under T-M Coupling of HLW Disposal Repository in China: Experiments and Numerical Simulation 