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- W2366461424 abstract "As a new structural style of road tunnel, a lot of double arched tunnels have been constructed currently. Owing to its sophisticated structure, large span and excavation method, some tunnels have cracks on its lining. For a shallow double arched tunnel under bias pressure, a 3D elastic-plastic finite element analysis was conducted to simulate the construction by mid heading method and triple heading method separately. Result indicates that the stress and deformation of tunnel lining and the plastic zone distribution of surrounding rock mass obviously are asymmetric. The inner side of arch and the invert of both sides are tunnel lining's weak spots for its excessive tension stress, and the interval wall is a critical factor for the stability of lining under unbalanced horizontal thrust. Some advices are presented on the basis of simulation for improving the stability of tunnel lining." @default.
- W2366461424 created "2016-06-24" @default.
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- W2366461424 date "2005-01-01" @default.
- W2366461424 modified "2023-09-25" @default.
- W2366461424 title "3D Numerical Simulation for Construction of Shallow Double Arched Tunnel under Bias Pressure" @default.
- W2366461424 hasPublicationYear "2005" @default.
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