Based on concepts of the process of dispersion of clays, the author developed a model of the change in the filtrational properties of slightly permeable clay rocks in filtration through them of solutions with a composition different from the initial composition. Of primary importance here are two processes, i.e., the porosity increase due to dispersion of a part of the porous collector and the increase in the viscosity of the resulting suspension. It is clear that these two processes oppositely affect the filtration factor. In the present work, the dynamics of the influence of these processes on the filtration factor is tracked and the exact analytical solution for the nonstationary problem in a one-dimensional case is obtained
The influence of groundwater filtration on soil strength should be taken into account in the design ...
The structure of underground waters and water permeability of rocks must be taken into account when ...
Filtration problems are actual for the design of underground structures and foundations, strengtheni...
Based on concepts of the process of dispersion of clays, the author developed a model of the change ...
A united mathematical model for the Theological and transport properties of saturated clays is propo...
The filtration problem is one of the most relevant in the design of retaining hydraulic structures, ...
A mathematical model of the rheological properties of water-saturated clays has been considered. The...
We examine a unified mathematical model of rheological and transport properties of saturated deforma...
The reasons for the technogenic decrease in the filtering capacity of oil reservoirs are considered....
he filtration problem in a porous medium is an important part of underground hydromechanics. Filtrat...
ABSTRACT: The filtration of suspensions containing clay and other particles in water is a common pro...
The problems of underground fluid mechanics play an important role in the design and preparation for...
Filtration is one of the most used technologies in chemical engineering. Development of computer tec...
The transfer and deposition of solid particles in porous rocks are encountered in many fields of sci...
Abstract-Coefficients of permeability, calculated using Terzaghi's theory of one-dimensional co...
The influence of groundwater filtration on soil strength should be taken into account in the design ...
The structure of underground waters and water permeability of rocks must be taken into account when ...
Filtration problems are actual for the design of underground structures and foundations, strengtheni...
Based on concepts of the process of dispersion of clays, the author developed a model of the change ...
A united mathematical model for the Theological and transport properties of saturated clays is propo...
The filtration problem is one of the most relevant in the design of retaining hydraulic structures, ...
A mathematical model of the rheological properties of water-saturated clays has been considered. The...
We examine a unified mathematical model of rheological and transport properties of saturated deforma...
The reasons for the technogenic decrease in the filtering capacity of oil reservoirs are considered....
he filtration problem in a porous medium is an important part of underground hydromechanics. Filtrat...
ABSTRACT: The filtration of suspensions containing clay and other particles in water is a common pro...
The problems of underground fluid mechanics play an important role in the design and preparation for...
Filtration is one of the most used technologies in chemical engineering. Development of computer tec...
The transfer and deposition of solid particles in porous rocks are encountered in many fields of sci...
Abstract-Coefficients of permeability, calculated using Terzaghi's theory of one-dimensional co...
The influence of groundwater filtration on soil strength should be taken into account in the design ...
The structure of underground waters and water permeability of rocks must be taken into account when ...
Filtration problems are actual for the design of underground structures and foundations, strengtheni...