Abstract
In this study, a semi-analytical solution of the constitutive nonlinear differential equations of fully saturated porous media is presented. Also, the nonlinear dynamic behaviour of material and geometry is considered. The u–w–p formulation of fully coupled dynamic field is used to simulate the pore fluid and soil skeleton responses with the change of pore pressure. The governing equations with the corresponding boundary conditions were solved analytically using regular perturbation technique. The parametric study was utilized to investigate the effect of nonlinearity of material and geometry on the pore pressure, total stress, solid and fluid displacements. Results are illustrated graphically for the presented semi-analytical model. It was found that the values of frequencies of applied load and level of permeability had a great effect on the total stress distribution, pore pressure, solid displacement and fluid displacement.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: European Journal of Environmental and Civil Engineering
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
