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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.
Beakcheol Jang et al. [23] proposed analytical model for saturated throughput but only addresses interference from hidden terminal for infrastructure 802.11 network.
The predicted axial strain from the proposed numerical model for saturated concrete samples subjected to temperature changes were consistent with the experimental results.
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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.
The small exemplary time series show for each class the characteristic behavior of the model except for saturated activity.
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.
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