Zobrazeno 1 - 10 of 105 pro vyhledávání: '"Koji Ichii"'
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Akademický článek
A simplified method to consider the pile of insufficient length to obtain the support from bearing stratum
Autor: Junichi Hyodo, Yukio Tamari, Akito Sone, Osamu Ozutsumi, Koji Ichii
Publikováno v: Journal of Asian Architecture and Building Engineering, Vol 19, Iss 6, Pp 626-636 (2020)
Recently, in Japan, there is a case that the pile end of the building did not reach the firm layer because the soil layer was complicated. In such a case with piles with insufficient length, the existing pile modelling method cannot be applied. There
Externí odkaz: https://doaj.org/article/a294c90b606343458aeab9e16c7d2fa8
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2
Application of Stress Parameter from Liquefaction Analysis on the Landslide Induced Tsunami Simulation: A Case Study of the 2018 Palu Tsunami
Autor: Karina Aprilia Sujatmiko, Koji Ichii, Soichiro Murata, Iyan Eka Mulia
Publikováno v: Journal of Disaster Research. 18:199-208
The accuracy of numerical simulations of a landslide-induced tsunami depends on the landslide characteristics, such as landslide geometry and geotechnical parameters. However, owing to the difficulty in sampling and measuring submarine landslides, ro
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::387e96ce10bca77a30a9257c0215426d
https://doi.org/10.20965/jdr.2023.p0199
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6
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests
Autor: Jose Ugalde, Rui Wang, Kiyoshi Fukutake, Ahmed Elgamal, Emilio Bilotta, Thaleia Travasarou, Osamu Ozutsumi, Ming Yang, Mohamed El Ghoraiby, Koji Ichii, Zhijian Qiu, Jack Montgomery, Kyohei Ueda, Dimitra Tsiaousi, Bruce L. Kutter, Andres R. Barrero, Renren Chen, Alborz Ghofrani, Carlos Lascarro, Katerina Ziotopoulou, Mahdi Taiebat, Pedro Arduino, Majid T. Manzari, William Fuentes, Jian-Min Zhang, Anna Chiaradonna, Long Chen, Gianluca Fasano, Takatoshi Kiriyama, Mourad Zeghal, Toma Wada, Vicente Mercado
Publikováno v: Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading ISBN: 9783030228170
This paper presents a summary of the element test simulations (calibration simulations) submitted by 11 numerical simulation (prediction) teams that participated in the LEAP-2017 prediction exercise. A significant number of monotonic and cyclic triax
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::800528f73fc3e22c9e2ee7bb6269635a
http://hdl.handle.net/11697/160693
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8
Cyclic threshold shear strain in pore water pressure generation in clay in situ samples
Autor: Koji Ichii, Takeko Mikami
Publikováno v: Soils and Foundations. 58:756-765
The threshold level of the cyclic shear strain required for pore water pressure generation in clay samples is examined through the results of torsional hollow cylinder cyclic shearing tests according to JGS 0543-2009. The study confirms the previous
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b5695e8e668e6efbce5c80a0d41be653
https://doi.org/10.1016/j.sandf.2018.01.005
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10
Numerical Simulation Trial by Cocktail Glass Model in FLIP ROSE for LEAP-UCD-2017
Autor: Junichi Hyodo, Kazuaki Uemura, Naoki Orai, Koji Ichii
Publikováno v: Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading ISBN: 9783030228170
LEAP-UCD-2017 is a blind prediction exercise for numerical modelers with relatively simple centrifuge tests. However, the application of numerical simulation should be discussed from both modeler’s and practitioner’s viewpoints. The authors appli
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::657d0698c2d4e0498c73de5bd32ec705
https://doi.org/10.1007/978-3-030-22818-7_31
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