If one is monitoring an underground rockmass structure (underground powerhouse currently producing electricity) using microseismic monitoring process and there is no occurrence of earthquake, blasting, micro-earthquakes, transportation of material etc. in that region.

We are getting about 150 microseismic event in six month and the deformation is low.

Can we say that we are doing dynamic stability analysis of that underground structure using Microseismic monitoring? If yes why?

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