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- W2371852996 abstract "Based on the unified strength theory and a non-associated flow rule,the elastic-plastic analytical solutions of stress and displacement for surrounding rocks of tunnels were presented.The effects of intermediate principal stress,elastic strains in the plastic zone and dilatancy properties were taken into account in the analytical solutions.The results show that the influences of intermediate principal stress and dilatancy properties on the ground reaction curve and support pressure are significant.The strength potentials of rock mass are better achieved due to considering the intermediate principal stress effect.The tunnel design with ignoring volume changes in the plastic zone is in danger,in that the corresponding support pressure is smaller.The effect of dilatancy is important for the tunnel support design." @default.
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- W2371852996 date "2011-01-01" @default.
- W2371852996 modified "2023-09-28" @default.
- W2371852996 title "Elastic-plastic analytical solutions for surrounding rocks of tunnels and its engineering applications" @default.
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