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Li, Yang, Otsubo, Masahide, Kuwano, Reiko (2022) Interpretation of static and dynamic Young’s moduli and Poisson’s ratio of granular assemblies under shearing. Computers and Geotechnics, 142. 104560pp. doi:10.1016/j.compgeo.2021.104560

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Reference TypeJournal (article/letter/editorial)
TitleInterpretation of static and dynamic Young’s moduli and Poisson’s ratio of granular assemblies under shearing
JournalComputers and Geotechnics
AuthorsLi, YangAuthor
Otsubo, MasahideAuthor
Kuwano, ReikoAuthor
Year2022 (February)Volume142
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2021.104560Search in ResearchGate
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Mindat Ref. ID13019356Long-form Identifiermindat:1:5:13019356:0
GUID0
Full ReferenceLi, Yang, Otsubo, Masahide, Kuwano, Reiko (2022) Interpretation of static and dynamic Young’s moduli and Poisson’s ratio of granular assemblies under shearing. Computers and Geotechnics, 142. 104560pp. doi:10.1016/j.compgeo.2021.104560
Plain TextLi, Yang, Otsubo, Masahide, Kuwano, Reiko (2022) Interpretation of static and dynamic Young’s moduli and Poisson’s ratio of granular assemblies under shearing. Computers and Geotechnics, 142. 104560pp. doi:10.1016/j.compgeo.2021.104560
In(2022) Computers and Geotechnics Vol. 142. Elsevier BV

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Li, Yang, Otsubo, Masahide, Kuwano, Reiko (2021) DEM analysis on the stress wave response of spherical particle assemblies under triaxial compression. Computers and Geotechnics, 133. 104043pp. doi:10.1016/j.compgeo.2021.104043
Li, Yang, Otsubo, Masahide, Kuwano, Reiko (2022) Corrigendum to “DEM analysis on the stress wave response of spherical particle assemblies under triaxial compression’ [Comput. Geotech. 133 (2021) 104043]. Computers and Geotechnics, 141. 104534pp. doi:10.1016/j.compgeo.2021.104534
Otsubo, Masahide, Chitravel, Sanjei, Kuwano, Reiko, Kyokawa, Hiroyuki, Koseki, Junichi (2023) Liquefaction characteristics in triaxial tests under various gravity environments – DEM analyses. Computers and Geotechnics, 156. 105245 doi:10.1016/j.compgeo.2023.105245
Otsubo, Masahide, Liu, Junming, Kawaguchi, Yuichiro, Dutta, Troyee Tanu, Kuwano, Reiko (2020) Anisotropy of elastic wave velocity influenced by particle shape and fabric anisotropy under K condition. Computers and Geotechnics, 128. 103775pp. doi:10.1016/j.compgeo.2020.103775
Li, Yang, Otsubo, Masahide, Liu, Junming, Kuwano, Reiko (2024) Effect of particle morphology on stress and strain characteristics of granular materials during triaxial compression. Acta Geotechnica, 19 (5) 2753-2773 doi:10.1007/s11440-023-02190-y
Li, Yang, Otsubo, Masahide, Kuwano, Reiko (2023) Evaluation of soil fabric using elastic waves during load-unload. Journal of Rock Mechanics and Geotechnical Engineering, 15 (10) 2687-2700 doi:10.1016/j.jrmge.2022.12.004
Yang, Ming, Taiebat, Mahdi, Radjaï, Farhang (2022) Liquefaction of granular materials in constant-volume cyclic shearing: Transition between solid-like and fluid-like states. Computers and Geotechnics, 148. 104800 doi:10.1016/j.compgeo.2022.104800
Fu, Ru, Hu, Xinli, Yang, Bo, Wang, Huabin, Zhou, Bo (2021) An insight into the meso-scale topological structure nature of granular materials subjected to quasi-static shearing. Computers and Geotechnics, 137. 104257pp. doi:10.1016/j.compgeo.2021.104257
Adesina, Peter, O’Sullivan, Catherine, Wautier, Antoine (2025) The influence of particle size ratio on the mechanical behaviour of gap-graded granular assemblies under drained triaxial compression: A DEM study. Computers and Geotechnics, 179. doi:10.1016/j.compgeo.2024.106987
Otsubo, Masahide, Kuwano, Reiko, O'Sullivan, Catherine, Shire, Thomas (2022) Using geophysical data to quantify stress transmission in gap-graded granular materials. Géotechnique, 72 (7) 565-582 doi:10.1680/jgeot.19.p.334
Nadimi, Sadegh, Angelidakis, Vasileios, Otsubo, Masahide, Ghanbarzadeh, Ali (2022) How can the effect of particle surface roughness on the contact area be predicted?. Computers and Geotechnics, 150. 104890 doi:10.1016/j.compgeo.2022.104890
 
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