Laboratory Unit of Soil Dynamics and Geotechnical Earthquake Engineering
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1 Laboratory Unit of Soil Dynamics and Geotechnical Earthquake Engineering ISO9002 Kyriazis Pitilakis Professor A.U.Th. Scientific Responsible Organization Aristotle University structure Thessaloniki, Greece Department of Civil Engineering Laboratory of Soil Mechanics and Foundation Engineering / Research Unit of Soil Dynamics and Geotechnical Earthquake Engineering Tel: Fax: pitilakis@geo.civil.auth.gr
2 Research Activities Geotecnical Engineering Geotechnical Earthquake Engineering Engineering Seismology Strong ground motion Site effects Environmental Geotechnical Engineering Lifeline Earthquake Engineering Aseismic design of technical projects Soil dynamics Development of new technology and innovative methods to assess the dynamic soil properties Development of methods and technology to improvement and enhance static and dynamic soil properties Dynamic Soil-Foundation-Structure Interaction Numerical and stochastic methods in geotechnical/earthquake engineering Landscape preventing and remedial measures Microzoning studies Seismic vulnerability assessment Protection of monuments and historical structures against natural hazards Major Research Projects EUROSEISTEST EUROSEISMOD EUROSEISRISK ΙSMOD Seismic ground displacement as a tool for town planning, design and mitigation CORSEIS RISK-UE SAMCO Acronym Analysis and mitigation of earthquake triggered landslide hazard affecting dams, routes and lifelines Funding Ι European Union, Copernicus European Union, GROWTH Role
3 Major Research Projects Acronym New Methods for Mitigation of Seismic Risk of Existing Foundations Soil dynamic testing of geophysical survey for the design of Metro Infrastructure Microzoning study of Thessaloniki Microzoning study of Volos urban area N.Ionia Microzoning study of Kozani urban area Microzoning study of Livadia urban area Microzoning study of Lemesos and Paphos urban areas Funding European Union, GROWTH Bouygues T.P. General Secretary of Central Macedonia Prefecture of Magnesia Municipality of Kozani Municipality of Livadia Ministry of Agriculture and Environment, Cyprus. Department of Geological Survey, Cyprus Role Acronym Funding Role Analytical and experimental study of the effect of local soil conditions for the evaluation an review of the EAK design forces. Stability study for the Lindos Acropolis Reconstruction and retrofitting studies in the Rhodes Medieval City Fortress Improvement of the infrastructure for the performance of specific studies. Consultancy and verification services. Justified selection of the TVX Hellas metallurgy intallation Laboratory testing for the Drama mine geotechnical study Study of the effect of the AIS Kardias expansion towards the West and North site OASP Ministry of Culture Ministry of Culture General Secretariat of Research and Technology- Ministry of Development- Greece IGME DEH Public Electricity Organization DEH Public Electricity Organization
4 SCOPE: FUNDAMENTAL RESEARCH: to conduct experimental & theoretical research for improving existing methods, tools and procedures that estimate local ground motion variations due to site specific effects within the context of engineering applications to develop and improve methods, models and tools for hazard vulnerability and risk assessment to enhance the earthquake resistance of ordinary R/C buildings and bridges to contribute to the ongoing elaboration of the new generation of Eurocode 8 to create a database of high quality data easily and world-widely accessed from researchers through Internet for validation and improvement of existing methods as well as for the development of new approaches in earthquake engineering A multi-functional test site located at the Mygdonian valley for the study of Engineering Seismology,Seismology, Geotechnical Earthquake Engineering and Earthquake Engineering issues. EURO-SEISTEST (EV5V-CT ) ( ) Cordinator & Scientific responsible EURO-SEISMOD (ENV4-CT ) ( ) Cordinator & Scientific responsible EUROSEIS-RISK (EVG ) ( ) Cordinator & Scientific responsible
5 Permanent Accelerograph Network (PAN) N1 N2 N4 North TEST-SITE A1 A2 A3 A4 A7 A8 A9 West N3 A11 N9 = new instruments -30m N10 N11 A5+P1 N5 A6 N6 N7 N8 N12-17m A10-22m -40m -72m -100m -150m -200m N13 P2 ( 10m) A12 N14 East South Study of SSI effect on the 6-storey 6 building & a prototype bridge model Complete and permanent instrumentation of soil surface, foundation and superstructure Performance of dynamic, seismic and pull out tests Investigation of Soil-Structure interaction in the presence of yielding Study of wave propagation, inertial SSI interaction effects for all coupled modes of vibration Experimental vs. theoretical and analytical dynamic impedance of the SS system Study of the physics of the problem in depth physic Effect of various retrofitting techniques Implications with design, norms and codes Impact on Bridge Engineering
6 EUROSEIS-RISK RISK : EVG1-CT CT Seismic Hazard Assessment, Site Effects & Soil Structure Interaction Studies in an Instrumented Basin : Laboratory of Soil Mechanics and Foundation Engineering, Aristotle University of Thessaloniki Laboratory of Strength of Materials, Geophysical Laboratory Institute of Engineering Seismology and Earthquake Engineering Laboratoire Central Des Ponts-Et Et-Chaussées Lehrstuhl Fuer Baustatik Und Baudynamik (Lbb) - Rheinisch- Westfaelische Technische Hochschule Aachen Unitat de Geologia, Institut Cartographic De Catalunya Universita Degli Studi Di Trieste Dipartimento Di Scienze Della Terra Earthquake Research Institute, The University Of Tokyo Department Of Geophysics, Faculty Of Mathematics, Physics And Informatics, Comenius University Institute For Systems, Informatics & Safety / European Laboratory For Structural Assessment, Joint Research Center of the European Commission Equipment / Infrastructure Current value of infrastructure estimated to 1500 KEuros Area of 450m2 including laboratories, offices, lecture and seminar rooms and complementary spaces. Reasonant Column Apparatus Ring Shear Apparatus Cyclic Triaxial Apparatus
7 Equipment / Infrastructure The in-situ (cross-hole, down-hole), laboratory & computer equipment is one of the most advanced at an international level. Four (4) CMG-40T-1 sensors (Guralp) and four (4) recorders RefTek (Refraction) ISO 9002 Triaxial Apparatus Torsional Shear / Resonant column Hollow Cylinder Apparatus Modelling Soil-Structure Interaction 2D Pier-Pile-Soil System Medieval City of Rhodes SSI study 3D Dynamic SSI Analysis of Bridges 2D Pier-Pile-Soil System 3D Pile-Soil-Pile System 3D Pile-to-Pile Interaction
8 Modelling of Site Effects STE 5.0 STC 4.0 FRM 3.0 D ista n ce (k m ) TST GRB 2.0 GRA Makra, D FD Modelling. Synthetic Seismograms 2D/1D Aggravation factor Software Development ASING : Asynchronous Support Input Generator spatial variability, site effects soil-structure interaction analysis for bridge pile foundations 8
9 Scientific Publications Over 25 scientific journal publications in the last 10 years Over 60 international conference publications Over 10 invited lectures given by scientific responsible Prof. K. Pitilakis Over 250 scientific publications since the operation of the laboratory
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