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Application of the Fully Coupled Planar 3D Poroelastic Hydraulic Fracturing Model to the Analysis of the Permeability Contrast Impact on Fracture Propagation. / Baykin, A. N.; Golovin, S. V.

в: Rock Mechanics and Rock Engineering, Том 51, № 10, 01.10.2018, стр. 3205-3217.

Результаты исследований: Научные публикации в периодических изданияхстатьяРецензирование

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@article{591a8daadb654dfca38fb13c41c85bad,
title = "Application of the Fully Coupled Planar 3D Poroelastic Hydraulic Fracturing Model to the Analysis of the Permeability Contrast Impact on Fracture Propagation",
abstract = "In our previous works (Baykin and Golovin 2016, 2017) it is shown that inhomogeneity of the permeability of a reservoir might play a significant role in the choice of the direction of the hydraulic fracture propagation. This effect was demonstrated using the fully coupled model of the hydraulic fracture in the poroelastic medium under the restriction on the geometry of the fracture similar to the one used in the Khristianovich–Geertsma–de Klerk model. In present paper, we extend our observations to a model of the planar 3D hydraulic fracture in the inhomogeneous poroelastic medium. In a series of numerical experiments we demonstrate that, depending on the permeability contrast of different parts of a layered reservoir, the hydraulic fracture propagates either within the low-permeable or the high-permeable zones of the reservoir. This behaviour is explained by the non-uniform action of the backstress that is formed on the fracture walls due to the pressure of the pore fluid.",
keywords = "Hydraulic fracture, Inhomogeneous permeability, Non-symmetric fracture, Planar 3D model, Poroelastic coupling",
author = "Baykin, {A. N.} and Golovin, {S. V.}",
note = "Publisher Copyright: {\textcopyright} 2018, Springer-Verlag GmbH Austria, part of Springer Nature.",
year = "2018",
month = oct,
day = "1",
doi = "10.1007/s00603-018-1575-1",
language = "English",
volume = "51",
pages = "3205--3217",
journal = "Rock Mechanics and Rock Engineering",
issn = "0723-2632",
publisher = "Springer Nature",
number = "10",

}

RIS

TY - JOUR

T1 - Application of the Fully Coupled Planar 3D Poroelastic Hydraulic Fracturing Model to the Analysis of the Permeability Contrast Impact on Fracture Propagation

AU - Baykin, A. N.

AU - Golovin, S. V.

N1 - Publisher Copyright: © 2018, Springer-Verlag GmbH Austria, part of Springer Nature.

PY - 2018/10/1

Y1 - 2018/10/1

N2 - In our previous works (Baykin and Golovin 2016, 2017) it is shown that inhomogeneity of the permeability of a reservoir might play a significant role in the choice of the direction of the hydraulic fracture propagation. This effect was demonstrated using the fully coupled model of the hydraulic fracture in the poroelastic medium under the restriction on the geometry of the fracture similar to the one used in the Khristianovich–Geertsma–de Klerk model. In present paper, we extend our observations to a model of the planar 3D hydraulic fracture in the inhomogeneous poroelastic medium. In a series of numerical experiments we demonstrate that, depending on the permeability contrast of different parts of a layered reservoir, the hydraulic fracture propagates either within the low-permeable or the high-permeable zones of the reservoir. This behaviour is explained by the non-uniform action of the backstress that is formed on the fracture walls due to the pressure of the pore fluid.

AB - In our previous works (Baykin and Golovin 2016, 2017) it is shown that inhomogeneity of the permeability of a reservoir might play a significant role in the choice of the direction of the hydraulic fracture propagation. This effect was demonstrated using the fully coupled model of the hydraulic fracture in the poroelastic medium under the restriction on the geometry of the fracture similar to the one used in the Khristianovich–Geertsma–de Klerk model. In present paper, we extend our observations to a model of the planar 3D hydraulic fracture in the inhomogeneous poroelastic medium. In a series of numerical experiments we demonstrate that, depending on the permeability contrast of different parts of a layered reservoir, the hydraulic fracture propagates either within the low-permeable or the high-permeable zones of the reservoir. This behaviour is explained by the non-uniform action of the backstress that is formed on the fracture walls due to the pressure of the pore fluid.

KW - Hydraulic fracture

KW - Inhomogeneous permeability

KW - Non-symmetric fracture

KW - Planar 3D model

KW - Poroelastic coupling

UR - http://www.scopus.com/inward/record.url?scp=85053034117&partnerID=8YFLogxK

U2 - 10.1007/s00603-018-1575-1

DO - 10.1007/s00603-018-1575-1

M3 - Article

AN - SCOPUS:85053034117

VL - 51

SP - 3205

EP - 3217

JO - Rock Mechanics and Rock Engineering

JF - Rock Mechanics and Rock Engineering

SN - 0723-2632

IS - 10

ER -

ID: 16483254