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Toshihiro Noda 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. Yoshikawa, Takahiro / Noda, Toshihiro (2024): Soil-water-air coupled finite deformation analysis considering trapped air and continuous air phases. Dans: Soils and Foundations, v. 64, n. 5 (octobre 2024).

    https://doi.org/10.1016/j.sandf.2024.101480

  2. Toyoda, Tomohiro / Noda, Toshihiro (2024): Unconditional convergence of theoretical solutions to -p formulation. Dans: Soils and Foundations, v. 64, n. 1 (février 2024).

    https://doi.org/10.1016/j.sandf.2023.101421

  3. Noda, Toshihiro / Takaine, Toshihiro / Asaoka, Akira (1999): Time Dependent Earth Pressure Behavior In Supported Excavation. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 617 ( 1999).

    https://doi.org/10.2208/jscej.1999.617_125

  4. Yamada, Eiji / Takaine, Toshihiro / Mizuno, Kazunori / Ohno, Masayuki / Noda, Toshihiro (2000): Soil-water Coupled Elasto-plastic Deformation Analysis Of The Ground With Piled Raft. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 659 (septembre 2000).

    https://doi.org/10.2208/jscej.2000.659_113

  5. Asaoka, Akira / Nakano, Masaki / Noda, Toshihiro (1994): Soil-Water Coupled Behaviour of Saturated Clay Near/At Critical State. Dans: Soils and Foundations, v. 34, n. 1 (mars 1994).

    https://doi.org/10.3208/sandf1972.34.91

  6. Asaoka, Akira / Nakano, Masaki / Noda, Toshihiro (1997): Soil-Water Coupled Behavior of Heavily Overconsolidated Clay Near/At Critical State. Dans: Soils and Foundations, v. 37, n. 1 (mars 1997).

    https://doi.org/10.3208/sandf.37.13

  7. Asaoka, Akira / Nakano, Masaki / Noda, Toshihiro (2000): Superloading Yield Surface Concept For Highly Structured Soil Behavior. Dans: Soils and Foundations, v. 40, n. 2 (avril 2000).

    https://doi.org/10.3208/sandf.40.2_99

  8. Nakano, Masaki / Noda, Toshihiro / Takagi, Kenji / Asaoka, Akira (2001): Time-Dependent Mechanical Behavior of "Assembly of Crushed Mudstones". Dans: Soils and Foundations, v. 41, n. 2 (avril 2001).

    https://doi.org/10.3208/sandf.41.2_143

  9. Noda, Toshihiro / Nakano, Masaki / Mizuno, Kazunori / Takeuchi, Hidekatsu (2001): A Soil-Water Coupled Analysis on the Effect of Improvement of a Loose Sandy Ground by Cylindrical Cavity Expansion. Dans: Soils and Foundations, v. 41, n. 4 (août 2001).

    https://doi.org/10.3208/sandf.41.4_113

  10. 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

  11. 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

  12. 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

  13. 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

  14. Noda, Toshihiro / Yoshikawa, Takahiro (2015): Soil–water–air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model. Dans: Soils and Foundations, v. 55, n. 1 (février 2015).

    https://doi.org/10.1016/j.sandf.2014.12.004

  15. Noda, Toshihiro / Asaoka, Akira / Nakano, Masaki (2008): Soil-Water Coupled Finite Deformation Analysis Based on a Rate-Type Equation of Motion Incorporating the SYS Cam-Clay Model. Dans: Soils and Foundations, v. 48, n. 6 (décembre 2008).

    https://doi.org/10.3208/sandf.48.771

  16. Xu, Binbin / Nakai, Kentaro / Noda, Toshihiro / Takaine, Toshihiro (2013): A three-dimensional soil–water coupled FE analysis of hollow cylinder test concerning non-uniform deformation. Dans: Soils and Foundations, v. 53, n. 6 (décembre 2013).

    https://doi.org/10.1016/j.sandf.2013.10.011

  17. Yoshikawa, Takahiro / Noda, Toshihiro (2020): Triaxial test on water absorption compression of unsaturated soil and its soil-water-air-coupled elastoplastic finite deformation analysis. Dans: Soils and Foundations, v. 60, n. 5 (octobre 2020).

    https://doi.org/10.1016/j.sandf.2020.06.010

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