| Profile |
Dr. Kazuya Itoh graduated from Musashi Institute of Technology with Bachelor and Master degrees in the field of Civil Engineering in 1998 and 2000, respectively. He also obtained his Ph. D degree from Tokyo Institute of Technology in the field of Civil Engineering in 2003. After his Ph. D, he worked in National Institute of Occupational Safety and Health, Japan (JNIOSH) until the end of March, 2015 and move to Tokyo City University from April, 2015. He is currently Associate Professor in Tokyo City University. His research field is physical modelling in geotechnical engineering, and he involves many civil engineering projects such as prevention and mitigation of geo-disasters, labour accident caused by geotechnical field etc. |
| Representative Papers |
- Sasahara, K., Hiraoka, N., Kikkawa, N., Itoh, K.: Development of the surface displacement velocity in a full-scale loamy model slope under multistep excavation. Bull Eng Geol Environ 80, 4389–4403 (2021). https://doi.org/10.1007/s10064-021-02226-1
- Barrios, Gonzalo Uemura, Kentaro Kikkawa, Naotaka Itoh, Kazuya Larkin, Tam Orense, Rolando Chouw, Nawawi: Dynamic response of stand-alone and adjacent footing on saturated sand, Soil Dynamics and Earthquake Engineering, Vol 143, Article 106584, 2021/04
- Naotaka KIKKAWA, Nobutaka HIRAOKA, Kazuya ITOH, Rolando P. ORENSE: Unstable behavior of segmental ring under various pressures and its discrete element simulation, Industrial Health, Vol. 56, No. 6, Pages 475-484, 2018/11
- O. Kusakabe, M. Kikumoto, K. Shimono, K. Itoh, H. Inagaki, S. Ohsato, K. Watanabe Development of Gross National Safety Index for Natural Disasters Geotechnical Engineering Journal of the SEAGS & AGSSEA Vol. 48 No. 1 90-101 2017/04
- Kazuya ITOH,Fumitaka ARAI,Naoaki SUEMASA,Satoshi TAMATE,Toshiyuki KATADA Seismic Response of Tower Crane Supported by Pile Foundation in Soft Clay JOURNAL OF SEISMOLOGICAL RESEARCH Vol. 40 No. 1 35-44 2017/01
- Y. Toyosawa, K. Itoh, N. Kikkawa, J.-J. Yang, F. Liu Influence of model footing diameter and embedded depth on particle size effect in centrifugal bearing capacity tests SOILS AND FOUNDATIONS Vol. 53 No. 2 pp. 349 – 356 2013/04
- S. J. Harris, R. P. Orense, K. Itoh Back analyses of rainfall-induced slope failure in Northland Allochthon formation Landslides Vol. 9 No. 3 pp. 349 - 356 2012/06
- Kazuya Itoh, Yasuo Toyosawa, Osamu Kusakabe Centrifugal Modeling of Rockfall Events International Journal of Physical Modelling in Geotechnics Vol. 9 No.2 pp. 1-22 2009/06
- Kazuya ITOH, Xiangwu Zeng, Masayuki KODA, Osamu MURATA, and Osamu KUSAKABE Centrifuge Simulation of Wave Propagation due to Vertical Vibration on Shallow Foundations and Vibration Attenuation Countermeasures Journal of Vibration and Control Vol. 11 No.6 pp. 781-800 2005/06
- Kazuya ITOH, Masayuki KODA, Kang Il LEE, Osamu MURATA, and Osamu KUSAKABE Centrifugal Simulations of Wave Propagation using a Multiple Ball Dropping System International Journal of Physical Modelling in Geotechnics Vol. 2 No. 2 pp. 33-51 2002/06
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