Course Details
Soil and Structure Interaction
Academic Year 2024/25
DFB022 course is part of 4 study plans
DKA-K Summer Semester 1st year
DPA-K Summer Semester 1st year
DKC-K Summer Semester 1st year
DPC-K Summer Semester 1st year
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.
- 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.
Credits
8 credits
Language of instruction
Czech
Semester
summer
Course Guarantor
Institute
Forms and criteria of assessment
examination
Entry Knowledge
Soil properties, formation of soils, limit states theory, knowledge of structural mechanics and strength.
Aims
The students gain complex view on the soil behaviour for whole loading interval up to the limit state of rupture for the determination of the input material parameters of soils and rocks for numerical modelling of the structure-soil interaction.
Basic Literature
POTTS, M., D., ZDRAVKOVIĆ, L.: Finite Element Analysis in Geotechnical Engineering – Theory, Thomas Thelford Publishing, ISBN 0-7277-2753-2 (en)
POTTS, M., D., ZDRAVKOVIĆ, L.: Finite Element Analysis in Geotechnical Engineering: Volume Two – Application, Thomas Thelford Publishing, 2001, ISBN 0-72-772783-4 (en)
POTTS, David, et al.: Guidelines for the Use of Advanced Numerical Analysis, ICE Publishing, 2002, ISBN: 978-0727731258 (en)
POTTS, M., D., ZDRAVKOVIĆ, L.: Finite Element Analysis in Geotechnical Engineering: Volume Two – Application, Thomas Thelford Publishing, 2001, ISBN 0-72-772783-4 (en)
POTTS, David, et al.: Guidelines for the Use of Advanced Numerical Analysis, ICE Publishing, 2002, ISBN: 978-0727731258 (en)
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 (cs)
Offered to foreign students
Not to offer
Course on BUT site
Lecture
13 weeks, 3 hours/week, elective
Syllabus
- 1. Introduction to numerical methods in geotechnics.
- 2. Overview of soil material models.
- 3. Plastic behavior of geomaterials. Perfectly plastic material models.
- 4. Hardening soil model.
- 5. Cam Clay model.
- 6. Multilaminate model – 1st part.
- 7. Multilaminate model – 2nd part
- 8. Hypoplastic model for fine-grained soils.
- 9. Hypoplastic model for coarse-grained soils.
- 10. Drained versus undrained analysis.
- 11. Consolidation analysis.
- 12. Modeling the flow of water in the soil – stationary.
- 13. Modeling the flow of water in the soil – non-stationary.