Dynamic stability evaluation of underground tunnels based on deformation reinforcement theory.
Advances in Engineering Software(2018)
摘要
•A dynamic stability evaluation method is presented based on deformation reinforcement theory.•An object-oriented 3D nonlinear finite element program TFINE is developed.•Two indicators presented are more intuitive in characterizing stability.•The proposed method has been well applied in tunnels.
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关键词
Dynamic deformation reinforcement theory,Elastic-plastic finite element,Underground tunnels,Dynamic stability,Reinforcement
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