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