Publicado 12 números por año
ISSN Imprimir: 1091-028X
ISSN En Línea: 1934-0508
Indexed in
VARIATION OF SEEPAGE IN ONE-DIMENSIONAL LOW-PERMEABLE LAYER UNDER LOW-FREQUENCY VIBRATION
SINOPSIS
A horizontal external load was imposed on deep soil in seismic production technology. The direction of the external load was different from the typical vertical load used in general consolidation problems. A low-frequency vibration wave was required to propagate along the directions of fluid flow and soil spreading. A numerical simulation was conducted to study the influence of horizontal low-frequency vibration in seismic production technology on the seepage in a low-permeability layer. A one-dimensional physical model with specific conditions for calculation was introduced. The external vibration was set at the injection side. When the initial seepage field was coupled with wave-induced Biot flow, a periodical variation and numerical increase of petrophysical properties were observed through numerical simulation. The simulation was revealed to be reasonable, in contrast with the experimental rules of permeability versus vibration parameters. The results showed that the coupled seepage was different from both wave-induced flow and initial flow. The maximum increase ratios of properties such as flow rate and pore pressure were obviously influenced by initial permeability, porosity, and fluid viscosity. The empirical formula linking the vibration parameter and variation of physical property might guide the cognition to the mechanism of seismic production technology.
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