2009-06-01, English, Article, Report edition: Evaluation of a permeability-porosity relationship in a low-permeability creeping material using a single transient test.(Report) Ghabezloo, Siavash; Sulem, Jean; Saint-Marc, JeReMie

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Physical Description
  • Report
  • Magazine/​Journal article
Published
  • Elsevier B.V., 2009 June
Language
  • English

Edition details

Title
  • Evaluation of a permeability-porosity relationship in a low-permeability creeping material using a single transient test.(Report)
Also Titled
  • Evaluation of a permeability-porosity relationship in a low-permeability creeping material using a single transient test.
Appears In
  • International Journal of Rock Mechanics and Mining Sciences, v.46, no.4, 2009 June, p.761(8) (ISSN: 1365-1609)
Author
  • Ghabezloo, Siavash
  • Sulem, Jean
  • Saint-Marc, JeReMie
Published
  • Elsevier B.V., 2009 June
Physical Description
  • Report
  • Magazine/​Journal article
Subjects
Target Audience
  • Academic
Summary
  • To link to full-text access for this article, visit this link: http:/​/​dx.doi.org/​10.1016/​j.ijrmms.2008.10.003 Byline: Siavash Ghabezloo (a), Jean Sulem (a), Jeremie Saint-Marc (b) Keywords: Permeability; Porosity; Transient method; Creep; Hardened cement paste Abstract: A method is presented for the evaluation of the permeability-porosity relationship in a low-permeability porous material using the results of a single transient test. This method accounts for both elastic and non-elastic deformations of the sample during the test, and is applied to a hardened class G oil well cement paste. An initial hydrostatic undrained loading is applied to the sample. The generated excess pore pressure is then released at one end of the sample while monitoring the pore pressure at the other end and the radial strain in the middle of the sample during the dissipation of the pore pressure. These measurements are back-analysed to evaluate the permeability and its evolution with porosity change. The effect of creep of the sample during the test on the measured pore pressure and volume change is taken into account in the analysis. This approach permits to calibrate a power law permeability-porosity relationship for the tested hardened cement paste. The porosity sensitivity exponent of the power-law is evaluated equal to 11, and is shown to be mostly independent of the stress level and of the creep strains. Author Affiliation: (a) Universite Paris-Est, UR Navier, CERMES, Ecole Nationale des Ponts et Chaussees, 6-8 avenue Blaise Pascal, Cite Descartes, 77455 Champs-sur-Marne, Marne la Vallee cedex 2, France (b) TOTAL, Management of Residual Gases Project, Pau, France Article History: Received 14 June 2008; Revised 17 October 2008; Accepted 24 October 2008
Terms of Use
  • COPYRIGHT 2009 Elsevier B.V.
Language
  • English
Database
  • Gale Academic OneFile
Identifier
  • 350549340

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