Course Details
Soil and Structure Interaction
Academic Year 2023/24
DFB022 course is part of 4 study plans
DPC-K Summer Semester 1st year
DPA-K Summer Semester 1st year
DKC-K Summer Semester 1st year
DKA-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.
Course Guarantor
Institute
Objective
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.
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.
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.
Prerequisites
Soil properties, formation of soils, limit states theory, knowledge of structural mechanics and strength.
Language of instruction
Czech
Credits
8 credits
Semester
summer
Forms and criteria of assessment
examination
Specification of controlled instruction, the form of instruction, and the form of compensation of the absences
Extent and forms are specified by guarantor’s regulation updated for every academic year.
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.