Formulations for the response of saturated porous media: Validity for geomechanics problems

M. B.C. Ulker*, M. S. Rahman

*Corresponding author for this work

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

Abstract

Analytical solutions are developed for the response of saturated porous media under twodimensional plane strain condition. Depending on the nature of loading vis-à-vis the characteristics of the media, different formulations (fully dynamic, partially dynamic, quasi-static) are possible. The solutions for these formulations are developed in terms of non-dimensional parameters. The regions of validity for the three formulations are identified in a parametric space. An assessment of the needed formulation for few geomechanics problems is presented.

Original languageEnglish
Title of host publication12th International Conference on Computer Methods and Advances in Geomechanics 2008
Pages1180-1187
Number of pages8
Publication statusPublished - 2008
Externally publishedYes
Event12th International Conference on Computer Methods and Advances in Geomechanics 2008 - Goa, India
Duration: 1 Oct 20086 Oct 2008

Publication series

Name12th International Conference on Computer Methods and Advances in Geomechanics 2008
Volume2

Conference

Conference12th International Conference on Computer Methods and Advances in Geomechanics 2008
Country/TerritoryIndia
CityGoa
Period1/10/086/10/08

Keywords

  • Deformation
  • Dynamics
  • Flow
  • Porous media
  • Response

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