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By using the steady-state seepage method, a patent seepage device together with the MTS815.02 Rock Me- chanics Test System is used to test the seepage properties of non-Darcy flow in a granular gangue with five different grain sizes during the compaction. The experimental results show that the seepage properties are not only related to the stress or displacement level, but also to the grain size, the pore structure of the granular gangue, and the current porosity. The permeability and the non-Darcy flow coefficient can be fitted respectively by the cubic polynomials and the power functions of the porosity. Formally, the flow in granular gangue satisfies the Forchheimer’s binomial flow, but under the great axial and confining pressure and owing to the grain’s crushing, the flow in granular gangues is different from that in rock-fills which are naturally piled up. As a result, the non-Darcy flow coefficient may be negative.
By using the steady-state seepage method, a patent seepage device together with the MTS815.02 RockMechanics Test System is used to test the seepage properties of non-Darcy flow in a granular gangue with five different grain sizes during the compaction. The experimental results show that the seepage properties are not only related to the stress or displacement level, but also to the grain size, the pore structure of the granular gangue, and the current porosity. The permeability and the non-Darcy flow coefficient can be fitted respectively by the cubic polynomials and the power functions of the porosity. Formally, the flow in granular gangue satisfies the Forchheimer’s binomial flow, but under the great axial and confining pressure and due to the grain’s crushing, the flow in granular gangues is different from that in rock-fills which are naturally piled up. As a result, the non-Darcy flow coefficient may be negative.