||Finite Elements|1 |
Dear All,
Hope you all well, I have been searching for some good publications on the Boundary value problems on Foundation system with granular materials subjected to earthquake loading or the dynamics response of foundation system with sand using UMAT. Please suggest me some. I shall remain thankful.
Best Regards
Saqib
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Degradation ( disturbance ) of hypoplastic clay 23.4.2024
Degradation ( disturbance ) of hypoplastic clay 23.4.2024
©2024 SoilModels
Dear Saqib,
You can use semi_infinite element boundary for dynamic analysis.