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FAST-DFB022Acad. year: 2023/2024
Material models:- perfectly plastic,- elastoplastic (Hardening soil model, Cam clay model)- hypoplastic for fine grained soils (Clay - Masin model, Sand - von Wolffersdorff),- Multilaminate Model.Influence of water:- drained/ undrained conditions,- stationary / non-stationary flow.Consolidation.
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Basic literature
POTTS, M., D., ZDRAVKOVIĆ, L.: Finite Element Analysis in Geotechnical Engineering – Theory, Thomas Thelford Publishing, ISBN 0-7277-2753-2
POTTS, M., D., ZDRAVKOVIĆ, L.: Finite Element Analysis in Geotechnical Engineering: Volume Two – Application, Thomas Thelford Publishing, 2001, ISBN 0-72-772783-4
Recommended reading
Šejnoha, M., Pruška, J., Janda, T., Brouček, M.: Metoda konečných prvků v geomechanice :teoretické základy a inženýrské aplikace, ČVUT, 2015, 978-80-01-05743-8
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