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Detailed procedures for implementing the evolution model of permeability in this paper were presented.
A time-dependent model of permeability coefficient for concrete subjected to hydraulic pressure is proposed.
The above proposed evolution model of permeability in this paper could be implemented in either continuum or discontinuous numerical methods.
Furthermore, we modified the conventional interpretation model of permeability measurements by incorporating the physical mechanism of gas adsorption.
We present a microstructural model of permeability in fractured solids, where the fractures are described in terms of recursive families of parallel, equidistant cohesive faults.
Using the solution diffusion model of permeability as the starting point, equations were developed to correlate solute transport with dye and polymer structural characteristics.
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We design and analyse two different models of permeability.
In this work, on the basis of S-D stress-permeability model (Shi and Durucan, 2004), a dynamic prediction model of coal permeability fully considering the effect of effective stress, coal matrix shrinkage caused by gas desorption, gas slippage and coal matrix shrinkage caused by water desorption was established.
Guo et al. (2014) established a model of coal permeability based on the deformation of an effective matrix under the conditions of tri-axial stress.
This paper represents a model of relative permeability hysteresis for drainage and imbibition based on percolation theory.
A new model of directional permeability is presented which takes into account the fibre orientation function of the structure and is capable of predicting the permeability in both the cross and machine directions of the fabric.
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