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

Ülker M. B. C., Rahman M.

12th International Conference on Computer Methods and Advances in Geomechanics 2008, Goa, Hindistan, 1 - 06 Ekim 2008, cilt.2, ss.1180-1187 identifier

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Cilt numarası: 2
  • Basıldığı Şehir: Goa
  • Basıldığı Ülke: Hindistan
  • Sayfa Sayıları: ss.1180-1187
  • İstanbul Teknik Üniversitesi Adresli: Hayır

Özet

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.