Localization in plane strain compression of fluid-saturated rock

Roman Y. Makhnenko, Joseph F. Labuz

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Localization in terms of a bifurcation from a homogeneous pattern of deformation is predicted to be different if the boundary conditions are drained or undrained. This phenomenon is evaluated in plane strain compression experiments with water-saturated Berea sandstone, where corresponding poroelastic and inelastic properties were measured. Non-uniformity of lateral deformation and clustering of acoustic emission events were used as the experimental evidence of localization, which occurred soon after the peak stress in both drained and undrained cases. These observations are in reasonable agreement with an analysis that predicted negative values of the critical hardening modulus (localization post-peak) for fluid-saturated sandstone under plane strain loading conditions.

Original languageEnglish (US)
Title of host publicationSpringer Series in Geomechanics and Geoengineering
EditorsEuripides Papamichos, Panos Papanastasiou, Elena Pasternak, Arcady Dyskin
PublisherSpringer
Pages33-38
Number of pages6
ISBN (Print)9783319563961, 9783319996691, 9783642196294, 9789400714205, 9789811066313, 9789811075599
DOIs
StatePublished - 2017
Event11th International Workshop on Bifurcation and Degradation in Geomaterials, IWBDG 2017 - Limassol, Cyprus
Duration: May 21 2017May 25 2017

Publication series

NameSpringer Series in Geomechanics and Geoengineering
Volume0
ISSN (Print)1866-8755
ISSN (Electronic)1866-8763

Other

Other11th International Workshop on Bifurcation and Degradation in Geomaterials, IWBDG 2017
Country/TerritoryCyprus
City Limassol
Period5/21/175/25/17

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Mechanics of Materials

Fingerprint

Dive into the research topics of 'Localization in plane strain compression of fluid-saturated rock'. Together they form a unique fingerprint.

Cite this