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- W2394366908 abstract "The dynamic interaction of a partially sealed circular tunnel in viscoelastic saturated soil under arbitrary loads was investigated by using Biot's wave equations and a poro-mechanical coupled model,in which the porous property of the liner and soil was considered and the tunnel was assumed to be partially sealed with partially permeable boundary.By introducing four scalar potential functions and Helmholtz decomposition theorem,the analytical solutions of stress,displacement and pore pressure for arbitrary response modes were derived in Laplace transform domain.Numerical results for several response modes such as breathing mode and translational mode were obtained by inverse Laplace transformation,and were used to discuss the influence of relative rigidity of liner and soil on the dynamic response of the tunnel.It is shown that the responses of stress, displacement and pore pressure are significantly different for different modes,and decrease with the increase of relative rigidity of liner and soil." @default.
- W2394366908 created "2016-06-24" @default.
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- W2394366908 date "2005-01-01" @default.
- W2394366908 modified "2023-09-25" @default.
- W2394366908 title "Dynamic interaction of circular tunnel in viscoelastic saturated soil" @default.
- W2394366908 hasPublicationYear "2005" @default.
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