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- W2374914648 abstract "To evaluate the effect of lining crack treatment using carbon fiber in a deep buried tunnel,and to establish an engineering basis for similar projects,the finite element software was applied to calculating the stain and the stress in detail.By detecting the cracks and analyzing the reasons of the lining cracks occurred in a deep buried tunnel,the crack cause of the second lining was obtained that the maximum tensile stress was beyond concrete tensile strength,which caused stress redistribution in excavation under surrounding-rock stress and weight.Based on the finite element numerical analysis theory,the stress field and the displacement field of the tunnel second lining before and after the reinforcement were calculated,and the deformation of the carbon fiber was also analyzed.The result shows that,because of the bearing load effect of the carbon fiber pasting on the surface of lining cracks,the lateral deformation is restricted,and as a tensile resistance material,the carbon fiber can effectively restrict the widening." @default.
- W2374914648 created "2016-06-24" @default.
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- W2374914648 date "2010-01-01" @default.
- W2374914648 modified "2023-09-23" @default.
- W2374914648 title "Effect of lining crack treatment using carbon fiber in deep buried tunnel" @default.
- W2374914648 hasPublicationYear "2010" @default.
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