Hydraulic fracture propagation under steady state fluid flow

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Abstract

The stress intensity factor at a fracture tip in a porous medium subjected to a fluid injection is studied. This factor evolves during the transient flow phase and tends to a limit value for the steady state. For simple fracture geometries, the finite element simulations show that for constant injection pressures this factor reaches its maximum value in the steady state regime. This result allows simplifying significantly the study and modeling of hydraulic fracture propagation because the determination of the steady flow solution is much easier and faster than the transient flow. In addition, some couplings between hydraulic and mechanical problems disappear under steady state flow and make it possible to establish some closed-form approximate expressions. These can be useful especially in the context of CO2 sequestration projects where the fluid injection is pressure-controlled.

Original languageEnglish
Title of host publicationRock Engineering and Rock Mechanics
Subtitle of host publicationStructures in and on Rock Masses - Proceedings of EUROCK 2014, ISRM European Regional Symposium
PublisherTaylor and Francis - Balkema
Pages1363-1368
Number of pages6
ISBN (Print)9781138001497
DOIs
Publication statusPublished - 1 Jan 2014
Event2014 ISRM European Regional Symposium on Rock Engineering and Rock Mechanics: Structures in and on Rock Masses, EUROCK 2014 - Vigo, Spain
Duration: 26 May 201428 May 2014

Publication series

NameRock Engineering and Rock Mechanics: Structures in and on Rock Masses - Proceedings of EUROCK 2014, ISRM European Regional Symposium

Conference

Conference2014 ISRM European Regional Symposium on Rock Engineering and Rock Mechanics: Structures in and on Rock Masses, EUROCK 2014
Country/TerritorySpain
CityVigo
Period26/05/1428/05/14

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