After successful completion of the course, students are able to...
The basics for numerical modelling of geotechnical tasks are presented. Consequently, frequently used elastoplastic material models will be discussed and the theoretical background of these models will be explained. In addition, possibilities for the modelling of rock and the consolidation process of fine-grained soils with FEM are shown. Furthermore, the strength-reduction-technique for the determination of the factor of safety in slope stability analysis and examples for modelling deep excavations and tunnels with FEM are described.
Introduction to the basics of numerical modelling in geotechnical engineering. The fundamentals of FEM are discussed, and various elastoplastic constitutive models are presented, and their theoretical background is explained. Furthermore, possibilities for the modelling of rock and the consolidation process of fine-grained soils are presented and practical examples of the modelling of deep excavations and tunnels are analysed. During the lecture students will be asked multiple-choice questions. These questions will be answered anonymously by the students using controllers. The distribution of the chosen options and the correct answer will be discussed after each question.
Oral exam
The graduation of the following courses, in the meaning of a soil mechanical education, are listed as a condition, in order to be able to follow the contents conveyed:
221.008 (VO) Ground Engineering and Soil Mechanics
221.009 (UE) Ground Engineering and Soil Mechanics
221.010 (VO) Ground Engineering and Soil Mechanics 2
221.005 (LU) Ground Engineering and Soil Mechanics 2