Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Vladimir Poplygin"'
Autor:
Evgenii Riabokon, Mikhail Turbakov, Nikita Popov, Evgenii Kozhevnikov, Vladimir Poplygin, Mikhail Guzev
Publikováno v:
Energies, Vol 14, Iss 24, p 8559 (2021)
The paper presents the results of the experimental investigation of carbonate reservoir rocks subjected to quasistatic and nonlinear dynamic loads. During the quasistatic loading the zones of linear elasticity were determined. Dynamic loading of samp
Externí odkaz:
https://doaj.org/article/0204a85f3dd94d019c1d80986f1db7c1
Publikováno v:
Energies, Vol 13, Iss 23, p 6461 (2020)
This paper presents a mathematical model that reflects the nature of the dynamic Young’s modulus of a dry sedimentary rock during nonstationary uniaxial loading. The model is based on an idealized model of a system suggested by Jaeger J.C. A rock s
Externí odkaz:
https://doaj.org/article/a0abc2ca0a284c088a06b3ab0629e5f8
Autor:
Vladimir Poplygin, Chengzhi Qi, Mikhail Guzev, Evgenii Kozhevnikov, Artem Kunitskikh, Evgenii Riabokon, Mikhail Turbakov
Publikováno v:
Fluid Dynamics & Materials Processing. 19:1495-1505
Publikováno v:
Journal of Mining Institute. 258:998-1007
The research reveals that during selection of a method to increase oil recovery it is necessary to take into account rheological features of fluid movement through the formation, effect of capillary forces and heterogeneity of reservoir properties of
Publikováno v:
Materials; Volume 16; Issue 8; Pages: 3024
Carbonate geomaterial samples were tested for uniaxial compressive strength and tensile strength under air-dried and distilled-water-wet conditions. When tested for uniaxial compression, samples saturated with distilled water showed 20% lower average
Autor:
Evgenii Riabokon, Vladimir Poplygin, Mikhail Turbakov, Evgenii Kozhevnikov, Dmitrii Kobiakov, Mikhail Guzev, Marian Wiercigroch
Publikováno v:
Acta Mechanica Solida Sinica. 34:989-999
Young’s modulus of New Red Sandstone was investigated experimentally to gain insight into its nonlinear nature. A large experimental programme was carried out by applying a controllable quasi-static and dynamic uniaxial loading to 286 dry sandstone
Publikováno v:
Вестник Пермского национального исследовательского политехнического университета. Геология. Нефтегазовое и горное дело. :83-90