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- Water seepage characteristics in porous media with various conduits . . .
In this study, the multi-phase Darcy-Brinkman-Stokes (DBS) method is selected to simulate the seepage in porous rock with various conduits The DBS method includes the Darcy method in the porous region and the Navier-Stokes method in the solid-free region
- Effect of Particle Size, Sphericity, and Distribution on Seepage in . . .
The geometric structure and topological configuration of particles exert a significant influence on the pore structure characteristics of soil and the permeability of particle-pore media
- The temporal and spatial evolution law of seepage parameters in the . . .
Clogging failure in filters can severely compromise the seepage stability of dam slopes This study simulates the clogging process using a CFD-DEM fluid–solid coupling method, focusing on three
- Non-Darcy Seepage Models of Broken Rock Mass Under Changed Hydraulic . . .
In this study, non-Darcy seepage tests were conducted on broken rock mass under the influence of different hydraulic pressures, sample gradations, and porosities
- Mechanical fundamentals of seepage force concept and its generalization
Based on the literature review, the compatibility between the definition of hydraulic gradient and the mathematical description of Darcy’s law is discussed first, followed by proposing a compatible form of hydraulic gradient definition in the conventional expression for seepage force
- Influence of Hydraulic Conditions on Seepage Characteristics of Loose . . .
To investigate the impact of hydraulic conditions on the seepage characteristics of loose sandstone, this study employed optimized methods to prepare loose sandstone samples Subsequently, seepage experiments were conducted under different injection pressures, flow rates, and flow volumes
- Critical hydraulic gradient and fine particle migration of sand under . . .
This paper uses a self-made one-dimensional upward seepage test device to carry out sand seepage tests under different hydraulic gradient conditions, and focus on variation of soil permeability and laws of fine particle migration caused by seepage flow
- Development of a smoothed particle hydrodynamics model for porous media . . .
Porous media exist extensively in hydraulic and coastal engineering structures, while the modeling of wave flow interaction with porous media remains challenging This work develops a smoothed particle hydrodynamics (SPH) model for accurately simulating wave flow interaction with porous media
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