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Lecturer |
Affiliation |
Title |
Ishihara Lecture |
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University of California |
SPT- and CPT-Based procedures for estimating residual strength of liquefied soils |
Keynote Lectures |
1 |
 |
|
Bristol University |
Modelling of dynamic soil problems |
2 |
 |
|
Politecnico di Milano |
Long period strong ground motion and its use as input to displacement based design |
3 |
 |
|
National Technical University of Athens |
Shallow and deep foundations under fault rupture or strong seismic shaking |
4 |
 |
|
Rensselaer Polytechnic Institute |
Liquefaction, lateral spreading and response of pile foundations |
5 |
 |
|
Disaster Prevention Research Institute, Kyoto University |
Seismic performance and design of geotechnical structures |
6 |
 |
|
Cornell University |
Lifeline performance under extreme loading during earthquakes |
Theme Lectures |
1 |
 |
|
Chuo University |
Liquefaction strengths of poorly-graded and well-graded granular soils investigated by lab tests |
2 |
 |
|
Bogazici Universitesi |
Source and site effects for microzonation |
3 |
 |
|
University of Texas at Austin |
Field seismic testing in geotechnical earthquake engineering |
4 |
|
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Instituto de Ingeneria, Universidad Nacional Autónoma de México |
Site effects: from observation and modelling to accounting for them in codes |
5 |
 |
|
University of Auckland |
Seismic design and performance of surface foundations |
6 |
|
& |
National Technical University of Athens -
University of Thessaly |
Liquefaction performance of shallow foundations in presence of a soil crust |
7 |
 |
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University of California at Davis |
Seismic design of pile foundations for liquefaction effects |
8 |
 |
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University of California at Berkeley |
Simplified seismic slope displacement procedures |
9 |
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University of Tokyo |
Recent developments of soil improvement of soil improvement technologies for mitigation of liquefaction risk |
10 |
 |
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Stanford University |
Issues in seismic risk assessment of transportation networks |
11 |
 |
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Tokyo Dedki University |
Remediation methods against liquefaction which can be applied to existing structures |
12 |
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& |
Politecnico di Milano -
Aristotle University of Thessaloniki |
Seismic risk assessment of underground structures under transient ground deformations |
Invited Lectures |
1 |
 |
|
Technical University of Torino - Studio Geotecnico Italiano
|
Behavior of the leaning tower of Pisa after stabilization works
|
2 |
 |
|
University of California at Berkeley |
Lessons from disaster: New Orleans and hurricane Katrin |
