Orestis Adamidis: Catalogue data in Autumn Semester 2017

NameMr Orestis Adamidis
Address
ETH Zürich, Institut für Geotechni
Stefano-Franscini-Platz 5
HIL C13.3, Frau Sonja Zwahlen
8093 Zürich
SWITZERLAND
E-mailorestiad@ethz.ch
DepartmentCivil, Environmental and Geomatic Engineering
RelationshipLecturer

NumberTitleECTSHoursLecturers
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, O. Adamidis, R. Herzog
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'.