Masaya Hinokio
- 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):
- 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):
- Influence of Surface Loads and Construction Sequence on Ground Response Due to Tunnelling. Dans: Soils and Foundations, v. 44, n. 2 (avril 2004). (2004):
- A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material Parameters. Dans: Soils and Foundations, v. 44, n. 2 (avril 2004). (2004):
- 3D Effects on Earth Pressure and Displacements During Tunnel Excavations. Dans: Soils and Foundations, v. 44, n. 5 (octobre 2004). (2004):
- Ground Behavior Due to Tunnel Excavation with Existing Foundation. Dans: Soils and Foundations, v. 46, n. 2 (avril 2006). (2006):