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While models for saturated moisture transport are commonly used, concrete, during its service life, is rarely saturated and some degree of damage is often present.
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This paper developed a three-dimensional numerical model for saturated soil response induced by underwater explosion in marine environment.
A mathematical formulation of a coupled thermo-hydro-mechanical model for saturated porous media undergoing finite deformations is presented.
The tests were conducted to (1) test a conceptual radionuclide transport model for saturated, fractured tuffs near Yucca Mountain and (2) obtain transport parameter estimates for predictive modeling of radionuclide transport.
Water-induced and solids-induced tortuosity factors were obtained by applying a two-parameter Dp/Do model to measured data, and subsequently linked to the cementation exponent of the well-established Revil and Cathles predictive model for saturated hydraulic conductivity.
The small exemplary time series show for each class the characteristic behavior of the model except for saturated activity.
For saturated channel model, saturation throughput and computation of delay performance are analyzed by modifying channel busy condition and improving Ziouva and Antonakopoulous's model in [14], the more accurate analysis of the DCF are presented.
This paper presents a new poro-viscoplastic damageable model for partially saturated rocks.
Direct analysis of the aquifer-test data using a parameter estimation algorithm and a two-dimensional, axisymmetric numerical model for variably saturated flow yielded similar soil-moisture characteristics.
The curve was inverted with a parameter estimation algorithm and a 1D numerical model for variably saturated flow to obtain soil-moisture retention curves and unsaturated hydraulic conductivity relationships defined by the Brooks and Corey equations.
The material formulation employed in this work for the spectral properties evaluation of the discontinuous bifurcation condition is the thermodynamically consistent, gradient-based modified Cam Clay model for partially saturated porous media previously proposed by the authors.
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