The 2nd Ishihara Lecture will be delivered by Professor Izzat M. Idriss of the University of California at Davis, USA.
Six keynote lectures accompanied by twelve theme lectures will be given by international experts on several state-of-the-art topics.
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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 |
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Bristol University |
Modelling of dynamic soil problems |
2 |
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Politecnico di Milano |
Long period strong ground motion and its use as input to displacement based design |
3 |
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National Technical University of Athens |
Shallow and deep foundations under fault rupture or strong seismic shaking |
4 |
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Rensselaer Polytechnic Institute |
Liquefaction, lateral spreading and response of pile foundations |
5 |
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Disaster Prevention Research Institute, Kyoto University |
Seismic performance and design of geotechnical structures |
6 |
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Cornell University |
Lifeline performance under extreme loading during earthquakes |
Theme lectures |
1 |
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Chuo University |
Liquefaction strengths of poorly-graded and well-graded granular soils investigated by lab tests |
2 |
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Bogazici Universitesi |
Source and site effects for microzonation |
3 |
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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 |
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University of Auckland |
Seismic design and performance of surface foundations |
6 |
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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 |
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Technical University of Torino - Studio Geotecnico Italiano |
Behavior of the leaning Tower of Pisa after stabilization works |
2 |
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University of California at Berkeley |
Lessons from disaster: New Orleans and hurricane Katrina |
