Hiroyoshi Hirai
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- Failure surface for shallow foundations in sand using a classical bearing capacity. Dans: Soils and Foundations, v. 62, n. 2 (avril 2022). (2022):
- Liquefaction Analysis Of Sand Deposits By An Elastic-plastic Constitutive Model. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 352 ( 1984). (1984):
- An Anisotropic Hardening Model For Cyclic Plasticity of Sand. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 382 ( 1987). (1987):
- A Combined Hardening Model for Anisotropically Consolidated Clays. Dans: Soils and Foundations, v. 29, n. 3 (septembre 1989). (1989):
- An Elastic-Plastic Constitutive Model For the Behavior of Improved Sandy Soils. Dans: Soils and Foundations, v. 29, n. 2 (juin 1989). (1989):
- Modelling of Cyclic Behaviour of Sand with Combined Hardening. Dans: Soils and Foundations, v. 27, n. 2 (juin 1987). (1987):
- An Elasto-Viscoplastic Model with Combined Hardening of Anisotropically consolidated Cohesive Soils. Dans: Soils and Foundations, v. 30, n. 2 (juin 1990). (1990):
- Analysis of cylindrical and rectangular bucket foundations subjected to vertical and lateral loads in sand using a three-dimensional displacement approach. Dans: Soils and Foundations, v. 60, n. 1 (février 2020). (2020):