Numerical Investigation of the Stationary Pore Pressure Field Influence on the Hydraulic Fracture Path-Reference-Cited by-同舟云学术

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Numerical Investigation of the Stationary Pore Pressure Field Influence on the Hydraulic Fracture Path

Published:2017-07-06 Issue: Volume: Page:
ISSN:
Container-title:Poromechanics VI
language:
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Author:

Izvekov Oleg Y.¹²,Galybin Alexander N.¹²

Affiliation:

1. Dept. of Applied Mechanics, Moscow Institute of Physics and Technology, Russian Federation, Dolgoprudnii 141701, Russia.

2. Laboratory of Applied Geomechanics, Schmidt Institute of Physics of the Earth of the Russian Academy of Sciences, Russian Federation, Moscow 123242, Russia.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480779.243

Reference5 articles.

1. Application of complex SIE method for the prediction of hydrofracture path;Andreev A.A.;Eng. Anal. Bound. Elem.,2015

2. Deviation of hydraulic fractures through poroelastic stress changes induced by fluid injection and pumping;Berchenko I.;Int. J. Rock Mech. Min. Sci.,1997

3. Pore pressure influence on tensile fracture propagation in sedimentary rocks;Bruno M.S.;Int. J. Rock Mech. Min. Sci: & Geomech. Abstr.,1991

4. Elbel J.L. Mack M.G. (1993). "Refracturing: Observations and Theories". Paper SPE 25464 presented at the 1993 SPE Production Operations Symposium Oklahoma City Mar. 21-23.

5. Influence of pore pressure on tensile fracture growth in rocks: a new explanation based on numerical testing

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