Alexandru Marin: Catalogue data in Autumn Semester 2021

Name Dr. Alexandru Marin
Address
Institut für Geotechnik
ETH Zürich, HIL C 13.1
Stefano-Franscini-Platz 5
8093 Zürich
SWITZERLAND
Telephone+41 44 633 73 70
E-mailalexandru.marin@igt.baug.ethz.ch
DepartmentCivil, Environmental and Geomatic Engineering
RelationshipLecturer

NumberTitleECTSHoursLecturers
101-0307-00LDesign and Construction in Geotechnical Engineering Restricted registration - show details 4 credits3GI. Anastasopoulos, A. Marin
AbstractThis lecture deals with the practical application of the knowledge gained in the fundamental lectures from the Bachelor degree.
The basics of planing and design of geotechnical structures will be taught for the main topics geotechical engineers are faced to in practice.
ObjectiveTransfer of the fundamental knowledge taught in the Bachelor degree to practical application.
Ability to plan and design geotechnical structures based on the state of the art.
ContentIntroduction to Swisscode SIA
Foundations and settlements
Pile foundations
Excavations
Slopes
Soil nailing
Reinforced geosystems
Ground improvement
River levees
Lecture notesScript in the form of chapters and powerpoint overheads with web support (http://geotip.igt.ethz.ch)
Exercises
LiteratureRelevant literature will be stated during the lectures
Prerequisites / NoticePre-condition: Successful examinations (pass) in the geotechnical studies (soil mechanics and ground engineering, each 5 credits) in the Bachelor degree of Civil Engineering (ETH), or equivalent for new students.

The lecture contains at least one presentation from practice.
101-0357-00LTheoretical and Experimental Soil Mechanics Restricted registration - show details
Prerequisites: Mechanics I, II and III.

The number of participants is limited to 60 due to the existing laboratory equipment! Students with major in Geotechnical Engineering have priority. Registrations will be accepted in the order they are received.
6 credits4GI. Anastasopoulos, R. Herzog, E. Korre, A. Marin, M. Schneider
AbstractOverview of soil behaviour
Explanation of typical applications: reality, modelling, laboratory tests with transfer of results to the practical examples
Consolidation theory and typical applications in practice
Triaxial & direct shear tests: consolidation & shear, drained & undrained response
Plasticity theory & Critical State Soil Mechanics, Cam Clay
Application of plasticity theory
ObjectiveExtend knowledge of theoretical approaches that can be used to describe soil behaviour to enable students to carry out more advanced geotechnical design and to plan the appropriate laboratory tests to obtain relevant parameters for coupled plasticity models of soil behaviour.
A further goal is to give students the wherewithal to be able to select an appropriate constitutive model and set up insitu stress conditions in preparation for subsequent numerical modelling (e.g. with finite elements).
ContentOverview of soil behaviour
Discussion of general gaps between basic theory and soil response
Stress paths in practice & in laboratory tests
Explanation of typical applications: reality, modelling, laboratory tests with transfer of results to the practical examples
Consolidation theory for incremental and continuous loading oedometer tests and typical applications in practice
Triaxial & direct shear tests: consolidation & shear, drained & undrained response
Plasticity theory & Critical State Soil Mechanics, Cam Clay
Application of plasticity theory
Lecture notesPrinted script with web support
Exercises
Literaturehttp://geotip.igt.ethz.ch/
Prerequisites / NoticeLectures will be conducted as Problem Based Learning within the framework of a case history
Virtual laboratory in support of 'hands-on' experience of selected laboratory tests

Pre-requirements: Basic knowledge in soil mechanics as well as knowledge of advanced mechanics
Laboratory equipment will be available for 60 students. First priority goes to those registered for the geotechnics specialty in the Masters, 2nd year students then first year students, doctoral students qualifying officially for their PhD status and then 'first come, first served'.