Masaya Hinokio
- Elastic Constitutive Equation For Geomaterials Using The Modified Stress. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 589 (März 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 (Juni 1998). (1998):
- 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 (Juni 2001). (2001):
- Influence of Surface Loads and Construction Sequence on Ground Response Due to Tunnelling. In: Soils and Foundations, v. 44, n. 2 (April 2004). (2004):
- A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material Parameters. In: Soils and Foundations, v. 44, n. 2 (April 2004). (2004):
- 3D Effects on Earth Pressure and Displacements During Tunnel Excavations. In: Soils and Foundations, v. 44, n. 5 (Oktober 2004). (2004):
- Ground Behavior Due to Tunnel Excavation with Existing Foundation. In: Soils and Foundations, v. 46, n. 2 (April 2006). (2006):