Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: sphgeo
  • Content: Threads
  • Order by date
  1. sphgeo

    Movement of sliding block in FEM slope stability

    Hi all, I have one question regarding the movement of sliding block in FEM analysis. Perhaps, most of you knew the famous paper of Griffths et al. (1999) where he applied FEM for slope stability analysis. In this paper, he carried out the tests for a homogeneous slope with and without...
  2. sphgeo

    Movement of sliding block in FEM slope stability

    Hi all, I have one question regarding the movement of sliding block in FEM analysis. Perhaps, most of you knew the famous paper of Griffths et al. (1999) where he applied FEM for slope stability analysis. In this paper, he carried out the tests for a homogeneous slope with and without...
  3. sphgeo

    Calculation of pore water pressure?

    Hi all, I found a bit confusion about computation of pore-water pressure (or excess pore water pressure) when performing soil deformation analysis. In my understanding, we have to solve the Biot's consolidation theory for all problems. Are there any other ways, which may be simpler, to...
  4. sphgeo

    Soil liquefaction modeling

    Hello everyone, I have one question would like to ask your expert help: I recently start to model soil liquefaction problem, writing a computer code in Fortran. My work is to model the floating structure during earthquake. I found many soil constitutive model which can be used. However, I am...

Part and Inventory Search

Back
Top