Moving Load Response of Layered Soil. I: Formulation

摘要: The response of fluid‐saturated porous media to moving surface load is important in many fields engineering and physics. approach outlined this paper represents an attempt at expanding the state‐of‐the‐art estimation dynamic a layered nonlinear soil deposit subjected load. A more computationally efficient semianalytical method based on Biot's formulations for medium proposed loads under plane‐strain conditions. It continuum‐based that uses Fourier transform technique which can be saturated, unsaturated, or combination both. handle complex loading, such as multiple loads, non‐uniform pressures, other types time‐varying loads. This (Part I) presents formulation, companion II) application predictive capability model associated computer code are verified using laboratory tests class...