Takuya Hoshikawa
- (1998): Elastic Constitutive Equation For Geomaterials Using The Modified Stress. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 589 (March 1998).
- (1998): A Constitutive Model For Sand With Different Void Ratios And Different Confining Pressures. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 596 (June 1998).
- (1990): A General Failure Criterion and Stress-Strain Relation for Granular Materials to Metals. In: Soils and Foundations, v. 30, n. 2 (June 1990).
- (2000): Mechanical Behavior of Pile Foundations Subjected to Cyclic Lateral Loading Up to the Ultimate State. In: Soils and Foundations, v. 40, n. 5 (October 2000).
- (2001): Stress-Strain Behavior of Sand under Monotonic and Cyclic Loading in General Stress System and Its Elastoplastic Modeling. In: Soils and Foundations, v. 41, n. 3 (June 2001).
- (2001): Dilatancy Characteristic and Anisotropy of Sand under Monotonic and Cyclic Loading. In: Soils and Foundations, v. 41, n. 3 (June 2001).
Structurae cooperates with
