3D slope stability using FEM
3D slope stability using FEM
(OP)
Now I do research about 3D slope stability using FEM, If some one know about that please give me some idea
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3D slope stability using FEM
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RE: 3D slope stability using FEM
RE: 3D slope stability using FEM
1. Which problem you want to do: stability of plain slope or those with reinforcement material; linear analaysis or non-linear analysis.
2. Which analysis you want to do: using homogenation / linearitation method or you consider every material, such as soil and other reinforcement material, separately then you also want to know the connection between reinforcement element and soil element, whether using zero thickness element (Goodman) or thin element (Desai)
3. Then finally the solution of system equations which you want to use --> implicit or explicit. Both will have advantages and disadvantages.
These're just ideas.