Hiroyoshi Hirai
- (2023): Failure envelope considering the ultimate tensile capacity of suction caissons in sand. In: Soils and Foundations, v. 63, n. 3 (Juni 2023).
- (2022): Failure surface for shallow foundations in sand using a classical bearing capacity. In: Soils and Foundations, v. 62, n. 2 (April 2022).
- (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).
- (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).
- (1989): A Combined Hardening Model for Anisotropically Consolidated Clays. In: Soils and Foundations, v. 29, n. 3 (September 1989).
- (1989): An Elastic-Plastic Constitutive Model For the Behavior of Improved Sandy Soils. In: Soils and Foundations, v. 29, n. 2 (Juni 1989).
- (1987): Modelling of Cyclic Behaviour of Sand with Combined Hardening. In: Soils and Foundations, v. 27, n. 2 (Juni 1987).
- (1990): An Elasto-Viscoplastic Model with Combined Hardening of Anisotropically consolidated Cohesive Soils. In: Soils and Foundations, v. 30, n. 2 (Juni 1990).
- (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 (Februar 2020).
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