8th International Conference on Earthquake Geotechnical Engineering (8ICEGE)
Advanced Search

Session Details

Poster Session

[P2]Poster Session 2

Thu. May 9, 2024 9:00 AM - 3:30 PM JST
Thu. May 9, 2024 12:00 AM - 6:30 AM UTC
Room C 10F 1006+1007
9:00-10:30 Poster Viewing
10:30-11:00 Poster Core Time
11:00-15:00 Poster Viewing
15:00-15:30 Poster Core Time

[P2-01]Shaking table test for a building model supported by the pile group on a sloping bedrock

*Takaharu Nakano1, Yuji Miyamoto2 (1. Osaka University, 2. Fukui University of Technology)

[P2-02]Seismic Ground Disaster Assessment System (SGDAS) of GSI and its scope

*Junko Iwahashi1, Ryo Endo1, Takayuki Nakano1 (1. GSI)

[P2-03]The effect of crustal fluid for the spontaneous dynamic fault rupture simulation

*Masayuki Yamada1, Koji Hada1, Ryuta Imai2, Hiroyuki Fujiwara3 (1. NEWJEC Inc., 2. Mizuho Research & Technologies, Ltd., 3. National Research Institute for Earth Science and Disaster Resilience)

[P2-04]Re-liquefaction characteristics of ground filled with volcanic ash soil

*Kei Ogihara1, Satoshi Yamashita1 (1. Kitami Institute of Technology)

[P2-05]Site response at the Dobutsu station in Aomori prefecture, Japan during strong and weak earthquake ground motion

*Shunichi Kataoka1 (1. Hirosaki university)

[P2-06]Effect of chemical weathering on liquefaction and post-liquefaction undrained monotonic shear behavior for compacted decomposed granite soil

*Noritaka Aramaki1, Hiroto Yamada1, Rin Mori2 (1. National Institute of Technology(KOSEN), Kagawa College , 2. West Nippon Expressway Company Limited)

[P2-07]The effect of lifeline damage to other lifeline network: A past experience in Kobe and future perspective of interrelationship effect on road and railway networks.

*Ayane Sasaki1, Rira Nishida1, Tetsuo Tobita1, Yasuko Kuwata2, Koji Ichii1 (1. Kansai University, 2. Kobe University)

[P2-08]Effect of a lifeline damage to other lifeline networks: An experience in Kobe and future perspective on tele-communication networks

*Kenshiro Itaki1, Tetsuo Tobita1, Yasuko Kuwata2, Koji Ichii1 (1. Kansai University, 2. Kobe University)

[P2-09]The effect of lifeline damage to other lifeline networks: A past experience in Kobe and future perspective of interrelationship effect on electricity and gas.

*Rira Nishida1, Ayane Ayane Sasaki1, Tetsuo Tobita1, Yasuko Kuwata1, Koji Ichii1 (1. Kansai University)

[P2-10]The effect of lifeline damage to other lifeline networks: A past experience in Kobe and future perspective of interrelationship effect on Water supply networks

*Ryo Tamari1, Tetsuo Tobita2, Yasuko Kuwata3, Koji Ichii4 (1. Kobe City Waterworks Bureau, 2. Kansai University, 3. Kobe University, 4. Kansai University)

[P2-11]Effect of a lifeline damage to other lifeline networks: A past experience in Kobe and future perspective on sewer and waste disposal networks

*Yusei Kobayashi1, Tetsuo Tobita2, Yasuko Kuwata3, Koji Ichii2 (1. Hanshin Water Supply Authority, 2. Kansai University, 3. Kobe University)

[P2-12]Variation of the levels of the ground microtremors: the effect of the urbanization and the distance from major roads.

*Koji Ichii1, Akiho Ishikawa1 (1. Kansai University)

[P2-13]Numerical modelling of the dynamic behavior of gravel-rubber mixtures and their efficiency as liquefaction countermeasures.

*Sneha Madathiparambil Paul1, Anna Chiaradonna1, Gabriele Chiaro2 (1. University of L'Aquila, 2. University of Canterbury)

[P2-14]Determination of ground properties and pilot experiment for submarine landslide of Ulleung basin, East sea

*Dongil Jang1, Dongyoup Kwak2 (1. Hanyang University, 2. Hanyang University ERICA)

[P2-15]Laboratory Test Measurement of Material Attenuation of Shear Waves Propagating in Sand

*Yutaro Hara1, Reiko Kuwano1 (1. The University of Tokyo)

[P2-16]Current Limitations of Near-Surface Attenuation Modeling at High Frequencies

*Chunyang Ji1, Ashly Cabas1, Luis Fabian Bonilla2, Alessandra Schibuola2 (1. North Carolina State University, 2. University Gustave Eiffel)

[P2-17]Dynamic fragility of slender and discontinuous rock pillars – an example from the Negev Desert, Israel

*Michael Tsesarsky1, Alaa Jbara1 (1. Ben Gurion University of the Negev, Israel)

[P2-18]Coupled approach for the assessment of basin effects on the seismic demand of nonlinear structures

*Valeria Soto1, Fernando Lopez-Caballero1 (1. LMPS, CentraleSupélec, Université Paris-Saclay)

[P2-20]Numerical study on damage morphology of shallow overburden reinforced concrete tunnel with pre-ground improvement

*Yasuo Sawamura1, Kai Konishi2, Ying Cui3, Kiyoshi Kishida1 (1. Kyoto University, 2. East Japan Railway Company, 3. Yokohama National University)

[P2-21]Non-linear site response : a focus of thick sedimentary deposits. Learnings from Japanese strong motion recordings

*Pierre-Yves Bard1, Ziqian Wang2, Jiqai Sun2, Eri Ito2, Hiroshi Kawase2, Kenichi Nakano3, Boumédiene Derras4, Julie Régnier5 (1. Université Grenoble Alpes, 2. Kyoto University, 3. Hazama Ando Corporation, 4. Tlemcen University, 5. CEREMA Méditerranée)

[P2-22]Reproductions of Strong Ground Motions during the 2018 Northern Osaka Prefecture, Japan, Earthquake Using the Empirical Green’s Function Method

*Kazuhiro Somei1, Yujia Guo2, Kunikazu Yoshida3, Takashi Akazawa1, Toshimitsu Nishimura1, Ken Miyakoshi2, Kojiro Irikura4 (1. Geo-Research Institute, 2. Ohsaki Research Institute, Inc., 3. Research Institute of Nuclear Engineering, University of Fukui, 4. Aichi Institute of Technology)

[P2-23]Seismic Behaviour of Shallow Cut-and-Cover Tunnels

*Zhengyao He1, Nicolas G.L.H. Lee1, S.P. Gopal Madabhushi1 (1. Schofield Centre, Department of Engineering, University of Cambridge)

[P2-24]X-ray CT visualization of particle array structure in sandy soil using ring shear experiment

*Shintaro Nohara1, Toshifumi Mukunoki2 (1. Central Research Institute of Electric Power Industry, 2. Kumamoto University)

[P2-25]Spatial Variability of Site Effects and its Correlation with Site Response in Japan

*Cristina Lorenzo-Velazquez1, Ashly Cabas1 (1. North Carolina State University)

[P2-26]Seismic response analysis of the Two Towers subsoil in Bologna (Italy)

*Daniela Boldini1, Gaetano Falcone2, Guido Gottardi3 (1. Sapienza Università di Roma, 2. Politecnico di Bari, 3. Università di Bologna)

[P2-27]Seismic response of fault-crossing tunnel under near-fault motion

*Ruohan Li1,2, Emilio Bilotta2, Yong Yuan1, Xu Zhao3 (1. Tongji University, 2. University of Napoli Federico II, 3. Beijing University of Technology)

[P2-28]Coupled Tsunami-induced and liquefaction ground deformation during the Mw 7.7. Michoacan Earthquake

*Mauricio Pérez1, Juan Manuel Mayoral1, Azucena Román-de la Sancha2, Jimena Rosas1 (1. Institute of Engineering, Universidad Nacional Autónoma de México, 2. Tecnologico de Monterrey, School of Engineering and Sciences)

[P2-29]Seismic performance of tunnel-building-urban bridge systems in soft clays

*Juan Manuel Mayoral1, Simón Tepalcapa1, Simon Tepalcapa1, Mauricio Pérez1 (1. Institute of Engineering, National Autonomous University of Mexico, Mexico)

[OS-9-03]Shaking table tests of ultra-shallow embedded shield tunnels with ground-penetrating technology: preliminary results

*Qi Wang1,2, Yong Yuan1, Haitao Yu1, Ioannis Anastasopoulos2 (1. Tongji University, 2. Swiss Federal Institute of Technology (ETH), Zürich,)

[OS-44-07]Shaking table test of self-centering frame structure considering soil-structure interaction

*Shiran Xu1, Peizhen Li1, Ioannis Anastasopoulos2 (1. Tongji University, 2. ETH Zurich)
Back to Category List