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- W3159353602 abstract "Tunnels are the underground passages used for transportation and other purposes. Tunnel lining adds the structural strength and saves the rock from air slakes. This paper contains study of ground conditions which includes variation in stratification and effect of ground water table. Based on these conditions of stratification and ground water the problem of deformation of tunnel and stresses developed on tunnel are solved considering field situations. For this purpose, 3D analysis is done by Midas GTS NX software. Various parameters of soil/rock such as porosity, cohesion, friction angle, Poisson’s ratio, Young’s modulus, Geological Strength Index, etc., have been used. Various cases tried for concrete lining and its effect on deformation is studied at key points of tunnel. By taking iterations and comparing results of all the cases, final conclusion is drawn. Thus, the soil structure interactive analysis for various conditions have been tried and results obtained at selected key points on the tunnel lining are tabulated graphically which are useful for the preliminary design of tunnel lining under appropriately selected conditions. This work is useful to the practitioners, design engineers, consultants, researchers, and construction professionals to decide the preliminary thickness of lining with certain approximations." @default.
- W3159353602 created "2021-05-10" @default.
- W3159353602 creator A5048743455 @default.
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- W3159353602 date "2021-01-01" @default.
- W3159353602 modified "2023-09-30" @default.
- W3159353602 title "Behavioral Aspect of Tunnel by Soil-Structure Interaction" @default.
- W3159353602 cites W4300045246 @default.
- W3159353602 doi "https://doi.org/10.1007/978-981-33-6466-0_65" @default.
- W3159353602 hasPublicationYear "2021" @default.
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