Результаты исследований: Научные публикации в периодических изданиях › статья › Рецензирование
Численное решение задачи переноса растворенного вещества в пороупругом глинистом сланце. / Imomnazarov, Bunyod Kholmatzhonovich; Mikhailov, Aleksander Anatolievich; Khaydarov, Ilkhom Qudratovich и др.
в: Siberian Electronic Mathematical Reports, Том 18, № 1, 48, 2021, стр. 694-702.Результаты исследований: Научные публикации в периодических изданиях › статья › Рецензирование
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TY - JOUR
T1 - Численное решение задачи переноса растворенного вещества в пороупругом глинистом сланце
AU - Imomnazarov, Bunyod Kholmatzhonovich
AU - Mikhailov, Aleksander Anatolievich
AU - Khaydarov, Ilkhom Qudratovich
AU - Kholmurodov, Abdulkhamid Erkinovich
N1 - Имомназаров Б.Х., Михайлов А.А., Хайдаров И.К., Холмурадов А.Э. Численное решение задачи переноса растворенного вещества в пороупругом глинистом сланце // Сибирские электронные математические известия. - 2021. - Т. 18. - № 1. - С. 694-702
PY - 2021
Y1 - 2021
N2 - This paper considers the solution to the problem of the transport of solvent and solute in a chemically inert elastically deformable rock, for which only changes in stress and pore pressure are taken into account. The chemistry of the saturating pore fluid has no direct effect on the rock deformation. Chemical effects are taken into account by changing the pore pressure and deformation of rocks in the transport equations. The numerical algorithm for solving the problem under consideration is based on a combination of the Laguerre integral transform and the finite difference method. The paper presents the results of numerical calculations for the model of the transport of a solute through a semipermeable shale.
AB - This paper considers the solution to the problem of the transport of solvent and solute in a chemically inert elastically deformable rock, for which only changes in stress and pore pressure are taken into account. The chemistry of the saturating pore fluid has no direct effect on the rock deformation. Chemical effects are taken into account by changing the pore pressure and deformation of rocks in the transport equations. The numerical algorithm for solving the problem under consideration is based on a combination of the Laguerre integral transform and the finite difference method. The paper presents the results of numerical calculations for the model of the transport of a solute through a semipermeable shale.
KW - chemical potential
KW - elastic parameters
KW - partial density
KW - permeability
KW - porous medium
KW - saturated fluid
KW - stress tensor
UR - http://www.scopus.com/inward/record.url?scp=85108778551&partnerID=8YFLogxK
UR - https://www.elibrary.ru/item.asp?id=46265240
U2 - 10.33048/semi.2021.18.049
DO - 10.33048/semi.2021.18.049
M3 - статья
AN - SCOPUS:85108778551
VL - 18
SP - 694
EP - 702
JO - Сибирские электронные математические известия
JF - Сибирские электронные математические известия
SN - 1813-3304
IS - 1
M1 - 48
ER -
ID: 34209773