Continuum analysis of the structurally controlled displacements for large-scale underground caverns in bedded rock masses
Tunnelling and Underground Space Technology(2020)
Abstract
•A damage model based on microseismic data is developed.•Structurally-controlled displacements are predicted in 3D continuum framework.•Geological structures in numerical model can be specifically ignored.•Reasonable scope of potential failure region is revealed.
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Key words
Bedded rock mass,Microseismic monitoring,Structurally controlled displacement,Damage model,Underground cavern
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