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...
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...
Hi dgillette and other,
Thank you very much for kindly reply. I could get some answers in your posts. Yes, my question is very general therefore could made other difficult in helping me. I will simplify my question:
When we conduct soil-liquefaction analysis, I means 2D or 3D computer...
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...
Hello slam00000, thank you very much for useful recommendations to constitutive model. I could find such the papers.
Hello 8531902, thanks for your massage and suggestions. I will try by my best to solve this problem with Mesh-free technique. My destination is to reproduce the whole failure...
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...
