Zobrazeno 1 - 10
of 77
pro vyhledávání: '"Tetsuo Tobita"'
Autor:
Tetsuo Tobita, Takashi Kiyota, Seda Torisu, Ozer Cinicioglu, Gokce Tonuk, Nikolay Milev, Juan Contreras, Othón Contreras, Masataka Shiga
Publikováno v:
Soils and Foundations, Vol 64, Iss 3, Pp 101463- (2024)
In response to the significant earthquakes that struck Turkey and Syria on February 6, 2023, a collaborative reconnaissance team, consisting of researchers and engineers from Japan and Turkey, was formed by the Japan Association for Earthquake Engine
Externí odkaz:
https://doaj.org/article/07a49705ba224593a37e20d5d94f84c3
Autor:
Lindung Zalbuin Mase, Weeradetch Tanapalungkorn, Suched Likitlersuang, Kyohei Ueda, Tetsuo Tobita
Publikováno v:
Soils and Foundations, Vol 62, Iss 5, Pp 101218- (2022)
This paper presents a study of liquefaction analysis at sand layers of the Izumio site, under ground motion variation during a strong earthquake in Osaka, Japan. Site investigation using standard penetration test and shear wave velocity measurement i
Externí odkaz:
https://doaj.org/article/1dc34cf9f4584ec2accdea5dd56f16f1
Autor:
Young-Hak Lee, Soichiro Yamakawa, Tetsuo Tobita, Hyuk-Kee Hong, Hyo-Sung Song, Jae-Jung Kim, Dal-Won Lee
Publikováno v:
Applied Sciences, Vol 13, Iss 10, p 6347 (2023)
This study examines the effectiveness of parapets in preventing overtopping failures of small-scale homogeneous reservoir dams under seismic loads. In this study, a parapet covered the entire width of the dam crest and was designed to ensure its weig
Externí odkaz:
https://doaj.org/article/68c379d775be40769b8b82b4c0baa842
Publikováno v:
Japanese Geotechnical Journal. 15:257-268
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13d0cb167fe0d706442341ad5073a0d7
https://doi.org/10.3208/jgs.15.257
https://doi.org/10.3208/jgs.15.257
Publikováno v:
Journal of Earthquake Engineering. 26:2023-2050
The study presents a liquefaction potential analysis for the Thailand-Myanmar border area due to the earthquake. Three sites reported liquefaction during Tarlay earthquake in 2011 were investigated...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::415771b463fa360bdacd85c0241546bf
https://doi.org/10.1080/13632469.2020.1751346
https://doi.org/10.1080/13632469.2020.1751346
Autor:
Mahdi Ibrahim Tanjung, Masyhur Irsyam, Andhika Sahadewa, Susumu Iai, Tetsuo Tobita, Hasbullah Nawir
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a807af0f6c7c2d233a17f803bdf9bf6c
https://doi.org/10.1007/978-3-031-11898-2_33
https://doi.org/10.1007/978-3-031-11898-2_33
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::953b6614cdc712aa54cc7110672201d1
https://doi.org/10.1007/978-3-031-11898-2_118
https://doi.org/10.1007/978-3-031-11898-2_118
Autor:
Sumiaty Ambran, Aminaton Marto, Faizah Che Ros, Aznah Nor Anuar, Khamarrul Azahari Razak, Samira Albati Kamaruddin, Tetsuo Tobita, Muhammad Iylia Rosli, Yusuke Ono
Publikováno v:
Water, Vol 13, Iss 2667, p 2667 (2021)
Water
Volume 13
Issue 19
Water
Volume 13
Issue 19
Debris flows are among the fatal geological hazards in Malaysia, with 23 incidents recorded in the last two decades. To date, very few studies have been carried out to understand the debris flow processes, causes, and runouts nationwide. This study s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9948411430d72c0a9c220261b87098f8
https://www.mdpi.com/2073-4441/13/19/2667
https://www.mdpi.com/2073-4441/13/19/2667
Publikováno v:
Soils and Foundations. 59:1260-1279
The generalized scaling law is based on the concept of two-stage scaling and allows currently available centrifuge facilities to model a large-scale prototype expanding over the spatial dimension ranging from 30 m or larger subject to earthquake moti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c336b6f2e94144d0264c3fcf47d69c4
https://doi.org/10.1016/j.sandf.2019.05.005
https://doi.org/10.1016/j.sandf.2019.05.005
Publikováno v:
Soil Dynamics and Earthquake Engineering. 124:259-267
This paper presents a description of testing procedure and results of the LEAP-GWU-2015, and an investigation of the effect of the radial gravity field in centrifuge modelling. Dynamic responses of two models are compared. One had a planar surface wi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ef669951dc28ed1ef6ae318555d1446c
https://doi.org/10.1016/j.soildyn.2018.05.005
https://doi.org/10.1016/j.soildyn.2018.05.005