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- W2387106416 abstract "The influences of the rupture mode,the overlaying soil thickness and stiffness to the buried pipeline is analyzed by a 3D soil-and-pipe nonlinear ANSYS finite element model.The numerical results show the soil rupture mode determines the locations of the pipeline large deformation or failure,and the pipeline plastic deformation occurs at the zone where the plastic deformation or rupture of the overlaying soil occurs.When the fault dislocation angle is near 90°,two plastically deforming pipeline sections appear with the overlying soil rupture extending.And the thicker the overlaying soil is,the longer the plastically deforming length of the buried pipeline is and the less its strain is.The plastically deforming pipeline length in the stiff soil got short,while its maximum strain increased." @default.
- W2387106416 created "2016-06-24" @default.
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- W2387106416 date "2009-01-01" @default.
- W2387106416 modified "2023-09-24" @default.
- W2387106416 title "Responses of Buried Pipeline Crossing Fault Due to the Overlaying Soil Rupture" @default.
- W2387106416 hasPublicationYear "2009" @default.
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