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Masahide Otsubo ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Chitravel, Sanjei / Otsubo, Masahide / Kuwano, Reiko (2024): The effect of suffusion on small strain shear modulus of gap-graded soil under principal stress rotation. Dans: Soils and Foundations, v. 64, n. 6 (décembre 2024).

    https://doi.org/10.1016/j.sandf.2024.101518

  2. Chitravel, Sanjei / Otsubo, Masahide / Kuwano, Reiko (2024): Hydro-mechanical response of volcanic ash on removal of fines: Shear stiffness to critical state mechanics. Dans: Soils and Foundations, v. 64, n. 4 (août 2024).

    https://doi.org/10.1016/j.sandf.2024.101478

  3. Sato, Itsuki / Kuwano, Reiko / Otsubo, Masahide (2024): Particle crushing and critical state of volcanic pumice – 2018 Hokkaido Eastern Iburi Earthquake. Dans: Soils and Foundations, v. 64, n. 3 (juin 2024).

    https://doi.org/10.1016/j.sandf.2024.101465

  4. Li, Yang / Otsubo, Masahide / Kuwano, Reiko (2024): Elastic wave velocities during triaxial shearing influenced by particle morphology. Dans: Soils and Foundations, v. 64, n. 2 (avril 2024).

    https://doi.org/10.1016/j.sandf.2024.101443

  5. Chitravel, Sanjei / Otsubo, Masahide / Kuwano, Reiko (2023): Effects of seepage flow on liquefaction resistance of uniform sand and gap-graded soil under undrained cyclic torsional shear. Dans: Soils and Foundations, v. 63, n. 5 (octobre 2023).

    https://doi.org/10.1016/j.sandf.2023.101363

  6. Saomoto, Hidetaka / Kikkawa, Naotaka / Moriguchi, Shuji / Nakata, Yukio / Otsubo, Masahide / Angelidakis, Vasileios / Cheng, Yi Pik / Chew, Kevin / Chiaro, Gabriele / Duriez, Jérôme / Duverger, Sacha / González, Joaquín Irazábal / Jiang, Mingjing / Karasaki, Yohei / Kono, Akiko / Li, Xintong / Lin, Zhuyuan / Liu, Asen / Nadimi, Sadegh / Nakase, Hitoshi / Nishiura, Daisuke / Rashique, Utsa / Shimizu, Hiroyuki / Tsuji, Kumpei / Watanabe, Takashi / Xu, Xiaomin / Zeghal, Mourad (2023): Round robin test on angle of repose: DEM simulation results collected from 16 groups around the world. Dans: Soils and Foundations, v. 63, n. 1 (février 2023).

    https://doi.org/10.1016/j.sandf.2023.101272

  7. Chitravel, Sanjei / Otsubo, Masahide / Kuno, Makoto / Kuwano, Reiko (2022): Post-erosion mechanical responses of internally unstable gap-graded soil under drained torsional simple shear and triaxial compression. Dans: Soils and Foundations, v. 62, n. 6 (décembre 2022).

    https://doi.org/10.1016/j.sandf.2022.101224

  8. Tophel, Amir / Dutta, Troyee Tanu / Otsubo, Masahide / Kuwano, Reiko (2023): Machine learning models to estimate stress wave velocities of cohesionless soils during triaxial compression influenced by particle characteristics. Dans: Soil Dynamics and Earthquake Engineering, v. 165 (février 2023).

    https://doi.org/10.1016/j.soildyn.2022.107649

  9. Otsubo, Masahide / Chitravel, Sanjei / Kuwano, Reiko / Hanley, Kevin J. / Kyokawa, Hiroyuki / Koseki, Junichi (2022): Linking inherent anisotropy with liquefaction phenomena of granular materials by means of DEM analysis. Dans: Soils and Foundations, v. 62, n. 5 (octobre 2022).

    https://doi.org/10.1016/j.sandf.2022.101202

  10. Chitravel, Sanjei / Otsubo, Masahide / Kuwano, Reiko (2022): Effects of internal erosion on the cyclic and post-cyclic mechanical behaviours of reconstituted volcanic ash. Dans: Soils and Foundations, v. 62, n. 2 (avril 2022).

    https://doi.org/10.1016/j.sandf.2022.101111

  11. Li, Yang / Otsubo, Masahide / Ghaemi, Arian / Dutta, Troyee Tanu / Kuwano, Reiko (2022): Transition of gap-graded soil fabric – shear wave measurements and dispersion relation. Dans: Soils and Foundations, v. 62, n. 1 (février 2022).

    https://doi.org/10.1016/j.sandf.2021.101092

  12. Chitravel, Sanjei / Otsubo, Masahide / Kuwano, Reiko (2021): Experimental study on stiffness degradation and monotonic response of reconstituted volcanic ash induced by internal erosion. Dans: Soils and Foundations, v. 61, n. 5 (octobre 2021).

    https://doi.org/10.1016/j.sandf.2021.08.003

  13. Morimoto, Tokio / Otsubo, Masahide / Koseki, Junichi (2021): Microscopic investigation into liquefaction resistance of pre-sheared sand: Effects of particle shape and initial anisotropy. Dans: Soils and Foundations, v. 61, n. 2 (avril 2021).

    https://doi.org/10.1016/j.sandf.2020.12.008

  14. Otsubo, Masahide / Towhata, Ikuo / Hayashida, Toshihiko / Liu, Bangan / Goto, Shigeru (2016): Shaking table tests on liquefaction mitigation of embedded lifelines by backfilling with recycled materials. Dans: Soils and Foundations, v. 56, n. 3 (juin 2016).

    https://doi.org/10.1016/j.sandf.2016.04.004

  15. Otsubo, Masahide / Towhata, Ikuo / Hayashida, Toshihiko / Shimura, Masato / Uchimura, Taro / Liu, Bangan / Taeseri, Damoun / Cauvin, Bertrand / Rattez, Hadrien (2016): Shaking table tests on mitigation of liquefaction vulnerability for existing embedded lifelines. Dans: Soils and Foundations, v. 56, n. 3 (juin 2016).

    https://doi.org/10.1016/j.sandf.2016.04.003

  16. Otsubo, Masahide / O'Sullivan, Catherine (2018): Experimental and DEM assessment of the stress-dependency of surface roughness effects on shear modulus. Dans: Soils and Foundations, v. 58, n. 3 (juin 2018).

    https://doi.org/10.1016/j.sandf.2018.02.020

  17. Alberto, Yolanda / Otsubo, Masahide / Kyokawa, Hiroyuki / Kiyota, Takashi / Towhata, Ikuo (2018): Reconnaissance of the 2017 Puebla, Mexico earthquake. Dans: Soils and Foundations, v. 58, n. 5 (octobre 2018).

    https://doi.org/10.1016/j.sandf.2018.06.007

  18. Ali, Umair / Otsubo, Masahide / Ebizuka, Hiroaki / Kuwano, Reiko (2020): Particle-scale insight into soil arching under trapdoor condition. Dans: Soils and Foundations, v. 60, n. 5 (octobre 2020).

    https://doi.org/10.1016/j.sandf.2020.06.011

  19. Taeseri, Damoun / Laue, Jan / Otsubo, Masahide / Towhata, Ikuo (2016): New mitigation method for pipeline uplift during seismic event. Dans: Geotechnical Research, v. 3, n. 2 (juin 2016).

    https://doi.org/10.1680/jgere.16.00002

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