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- W2385541349 abstract "By means of on-site displacement monitoring data and numerical simulation method,the viscoelasticity rheologic mechanical parameters of surrounding rock of Dayoushan tunnel during construction is inverted with the generalized Kelvin 3-element rheologic mechanical mode,and the 3 fundamental rheological mechanical model parameters,including elastic moduli in elastic stage and creep stage,and viscosity coefficient of surrounding rock in Dayoushan loess tunnel are obtained. On this basis,the long term stability of the tunnel surrounding rock is analyzed by numerical simulation method. The result shows that the deformation of surrounding rock of Dayoushan tunnel will go throuth 200- 220 d before entering into stable situation,and the cumulative deformation is about 0. 112 m. The research result provided a basis for the follow-up construction scheme and a reference for design and construction of similar loess tunnels." @default.
- W2385541349 created "2016-06-24" @default.
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- W2385541349 date "2013-01-01" @default.
- W2385541349 modified "2023-09-25" @default.
- W2385541349 title "Analysis of Long-term Deformation of Tunnel Surrounding Rock of Dyoushan Tunnel" @default.
- W2385541349 hasPublicationYear "2013" @default.
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