Hydraulic fracture propagation under steady state flow

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

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 without propagation and for constant injection pressures, finite element simulations show that 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 C02 sequestration projects where the fluid injection is pressure-controlled.

Original languageEnglish
Title of host publication48th US Rock Mechanics / Geomechanics Symposium 2014
EditorsRay Sterling, Emmanuel Detournay, Will Pettitt, Joseph F. Labuz, Lee Petersen
PublisherAmerican Rock Mechanics Association (ARMA)
Pages577-583
Number of pages7
ISBN (Electronic)9781634395236
Publication statusPublished - 1 Jan 2014
Externally publishedYes
Event48th US Rock Mechanics / Geomechanics Symposium 2014: Rock Mechanics Across Length and Time Scales - Minneapolis, United States
Duration: 1 Jun 20144 Jun 2014

Publication series

Name48th US Rock Mechanics / Geomechanics Symposium 2014
Volume1

Conference

Conference48th US Rock Mechanics / Geomechanics Symposium 2014: Rock Mechanics Across Length and Time Scales
Country/TerritoryUnited States
CityMinneapolis
Period1/06/144/06/14

Fingerprint

Dive into the research topics of 'Hydraulic fracture propagation under steady state flow'. Together they form a unique fingerprint.

Cite this