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 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 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...