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- W2938348812 abstract "The response of a jointed pipeline to tunnelling-induced ground settlement relies largely on the soil-pipe interaction. An analytical solution incorporating the Pasternak model is formulated here to estimate a jointed pipeline's deflection and bending moment. Subsequently, a procedure is proposed to transform the jointed pipeline to an equivalent continuous structure for a deflection evaluation. Case studies are conducted to verify the analytical solution, followed by parametric studies to assess the effects of the Pasternak model's parameters and the pipe joints. The analytical solution is validated by the experimental results in the literature. The parametric studies show that the number and distribution of the joints have a mild effect on the pipe deflection, whereas their influence on the pipe bending moment is significant. Similarly, the pipe bending moment is more sensitive than the pipe deflection to subgrade shear stiffness." @default.
- W2938348812 created "2019-04-25" @default.
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- W2938348812 date "2019-08-01" @default.
- W2938348812 modified "2023-10-02" @default.
- W2938348812 title "Tunnelling-induced response of a jointed pipeline and its equivalence to a continuous structure" @default.
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- W2938348812 doi "https://doi.org/10.1016/j.sandf.2019.02.009" @default.
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