
doi: 10.1002/nag.382
AbstractA numerical model, called CCPF1 (Consolidation with Compressible Pore Fluid 1), is presented for one‐dimensional large strain consolidation of a saturated porous medium with compressible pore fluid. The algorithm includes all the capabilities of a previous large strain consolidation code, CS2, written for incompressible pore fluid. In addition, fluid density and fluid viscosity are functions of fluid pressure in CCPF1. Generalization of the numerical approach to accommodate these functions requires several modifications to the CS2 method, including phase relationships, intrinsic permeability, pore pressure, fluid potential, and mass flux. Inertial forces are neglected and isothermal conditions are assumed. The development of CCPF1 is first presented, followed by an example that illustrates the effects of pore fluid compressibility on the mechanics of consolidation of saturated porous media. Copyright © 2004 John Wiley & Sons, Ltd.
settlement, compressible pore fluid, Flows in porous media; filtration; seepage, Soil and rock mechanics, numerical modelling, consolidation, Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.), large strain
settlement, compressible pore fluid, Flows in porous media; filtration; seepage, Soil and rock mechanics, numerical modelling, consolidation, Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.), large strain
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