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Shotaro Yamada 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. Liu, Xiaodong / Yamada, Shotaro / Kyoya, Takashi (2021): Hypoelastic-plastic-damage analysis of a tunnel in swelling rock mass. Dans: IOP Conference Series: Earth and Environmental Science, v. 861, n. 3 (1 octobre 2021).

    https://doi.org/10.1088/1755-1315/861/3/032093

  2. Yamada, Shotaro / Okada, Maki / Nakano, Masaki / Noda, Toshihiro (2023): Experimental study on sand anisotropy using hollow cylinder apparatus. Dans: Soils and Foundations, v. 63, n. 3 (juin 2023).

    https://doi.org/10.1016/j.sandf.2023.101326

  3. Yamada, Shotaro / Noda, Toshihiro (2023): Finite-Deformation Cam-Clay Model Considering Elastic Dilatancy and Soil Skeleton Structure. Dans: International Journal of Geomechanics, v. 23, n. 2 (février 2023).

    https://doi.org/10.1061/ijgnai.gmeng-7117

  4. Kaneda, Kazuhiro / Yamada, Shotaro / Asaoka, Akira (2003): Delayed Compression Observed In The Land Subsidence Due To Dewatering. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (septembre 2003).

    https://doi.org/10.2208/jscej.2003.743_89

  5. Kazama, Motoki / Yamakawa, Yuki / Yamaguchi, Akira / Yamada, Shotaro / Kamura, Akiyoshi / Hino, Tomonori / Moriguchi, Shuji (2021): Disaster report on geotechnical damage in Miyagi Prefecture, Japan caused by Typhoon Hagibis in 2019. Dans: Soils and Foundations, v. 61, n. 2 (avril 2021).

    https://doi.org/10.1016/j.sandf.2020.12.001

  6. Chowdhury, Ehsanul Quader / Nakai, Teruo / Tawada, Masayuki / Yamada, Shotaro (1999): A Model for Clay Using Modified Stress Under Various Loading Conditions with the Application of Subloading Concept. Dans: Soils and Foundations, v. 39, n. 6 (décembre 1999).

    https://doi.org/10.3208/sandf.39.6_103

  7. Nonaka, Toshihiro / Yamada, Shotaro / Noda, Toshihiro (2017): Verification of a macro-element method in the numerical simulation of the pore water pressure dissipation method – A case study on a liquefaction countermeasure with vertical drains under an embankment. Dans: Soils and Foundations, v. 57, n. 3 (juin 2017).

    https://doi.org/10.1016/j.sandf.2017.05.012

  8. Noda, Toshihiro / Yamada, Shotaro / Nonaka, Toshihiro / Tashiro, Mutsumi (2015): Study on the pore water pressure dissipation method as a liquefaction countermeasure using soil–water coupled finite deformation analysis equipped with a macro-element method. Dans: Soils and Foundations, v. 55, n. 5 (octobre 2015).

    https://doi.org/10.1016/j.sandf.2015.09.013

  9. Nguyen, Hong-Son / Tashiro, Mutsumi / Inagaki, Motohiro / Yamada, Shotaro / Noda, Toshihiro (2015): Simulation and evaluation of improvement effects by vertical drains/vacuum consolidation on peat ground under embankment loading based on a macro-element method with water absorption and discharge functions. Dans: Soils and Foundations, v. 55, n. 5 (octobre 2015).

    https://doi.org/10.1016/j.sandf.2015.09.007

  10. Yamada, Shotaro / Noda, Toshihiro / Tashiro, Mutsumi / Nguyen, Hong-Son (2015): Macro-element method with water absorption and discharge functions for vertical drains. Dans: Soils and Foundations, v. 55, n. 5 (octobre 2015).

    https://doi.org/10.1016/j.sandf.2015.09.012

  11. Noda, Toshihiro / Asaoka, Akira / Yamada, Shotaro (2007): Some Bearing Capacity Characteristics of a Structured Naturally Deposited Clay Soil. Dans: Soils and Foundations, v. 47, n. 2 (avril 2007).

    https://doi.org/10.3208/sandf.47.285

  12. Tashiro, Mutsumi / Nguyen, Son Hong / Inagaki, Motohiro / Yamada, Shotaro / Noda, Toshihiro (2015): Simulation of large-scale deformation of ultra-soft peaty ground under test embankment loading and investigation of effective countermeasures against residual settlement and failure. Dans: Soils and Foundations, v. 55, n. 2 (avril 2015).

    https://doi.org/10.1016/j.sandf.2015.02.010

  13. Yamada, Shotaro / Takamori, Tomoko / Sato, Kenichi (2010): Effects on Reliquefaction Resistance Produced by Changes in Anisotropy During Liquefaction. Dans: Soils and Foundations, v. 50, n. 1 (février 2010).

    https://doi.org/10.3208/sandf.50.9

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