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- W2380995818 abstract "Three composite lining structure types were chosen for numerical computing in Yushugou Tunnel.Authors analyzed the inner forces of initial support and secondary lining,safety factor,convergence of tunnel inner perimeter,vault settlement and distribution of plastic zone in surrounding rock,evaluated the safety of lining structure.The results show that the key procedure is excavation of the upper and lower center bench for Ⅱ-class and Ⅲ-class rocks;the key procedure is excavation of the upper center bench for Ⅳ-class rocks;the vault settlement is leaded almost by excavation of the upper bench and lower center bench in the situation of shallow burial of Ⅱ-class rocks;the vault settlement is leaded almost by excavation of the upper bench in adjacent rock above Ⅲ-class;the peripheral displacement is small,the max is 18 mm,in the arch corner in the shallow burial of Ⅱ-class rocks.In the shallow burial of Ⅱ-class rocks,the depth of the plastic zone is the largest,which reaches the ground surface.The depth of the plastic zone is large in the wall corner in Ⅲ-class rocks,when the depth of the plastic zone is small in Ⅳ-class rocks." @default.
- W2380995818 created "2016-06-24" @default.
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- W2380995818 date "2006-01-01" @default.
- W2380995818 modified "2023-09-25" @default.
- W2380995818 title "Numerical Computing and Analysis of Highway Tunnel Composite Lining Structure" @default.
- W2380995818 hasPublicationYear "2006" @default.
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