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Hiroyoshi Hirai

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Hirai, Hiroyoshi (2023): Failure envelope considering the ultimate tensile capacity of suction caissons in sand. In: Soils and Foundations, v. 63, n. 3 (June 2023).

    https://doi.org/10.1016/j.sandf.2023.101311

  2. Hirai, Hiroyoshi (2022): Failure surface for shallow foundations in sand using a classical bearing capacity. In: Soils and Foundations, v. 62, n. 2 (April 2022).

    https://doi.org/10.1016/j.sandf.2022.101125

  3. Hirai, Hiroyoshi / Satake, Masao (1984): Liquefaction Analysis Of Sand Deposits By An Elastic-plastic Constitutive Model. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 352 ( 1984).

    https://doi.org/10.2208/jscej.1984.352_187

  4. Hirai, Hiroyoshi (1987): An Anisotropic Hardening Model For Cyclic Plasticity of Sand. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 382 ( 1987).

    https://doi.org/10.2208/jscej.1987.382_217

  5. Hirai, Hiroyoshi (1989): A Combined Hardening Model for Anisotropically Consolidated Clays. In: Soils and Foundations, v. 29, n. 3 (September 1989).

    https://doi.org/10.3208/sandf1972.29.3_14

  6. Hirai, Hiroyoshi / Takahashi, Morio / Yamada, Masaichi (1989): An Elastic-Plastic Constitutive Model For the Behavior of Improved Sandy Soils. In: Soils and Foundations, v. 29, n. 2 (June 1989).

    https://doi.org/10.3208/sandf1972.29.2_69

  7. Hirai, Hiroyoshi (1987): Modelling of Cyclic Behaviour of Sand with Combined Hardening. In: Soils and Foundations, v. 27, n. 2 (June 1987).

    https://doi.org/10.3208/sandf1972.27.2_1

  8. Kamei, Takeshi / Hirai, Hiroyoshi (1990): An Elasto-Viscoplastic Model with Combined Hardening of Anisotropically consolidated Cohesive Soils. In: Soils and Foundations, v. 30, n. 2 (June 1990).

    https://doi.org/10.3208/sandf1972.30.2_89

  9. Hirai, Hiroyoshi (2020): Analysis of cylindrical and rectangular bucket foundations subjected to vertical and lateral loads in sand using a three-dimensional displacement approach. In: Soils and Foundations, v. 60, n. 1 (February 2020).

    https://doi.org/10.1016/j.sandf.2020.01.001

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