Hajime Matsuoka
- A Two-dimensional Finite Element Method For Composite Ground Under Three-dimensional Deformation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 400 ( 1988). (1988):
- Stress-deformation Characteristics Of Clay Improved By Sand Column Under Triaxial Stress Conditions. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 406 ( 1989). (1989):
- A Unified Law For Dilatancy Under Multi-directional Simple Shearing. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 412 (Dezember 1989). (1989):
- Stress-strain Relationship Under Multi-directional Cyclic Simple Shearing. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 463 (März 1993). (1993):
- A Unified Constitutive Law For Cemented Sands By True Triaxial Tests. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 475 (September 1993). (1993):
- A Unified Elastoplastic Constitutive Model For Clay And Sand With The Initial Anisotropy. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 631 ( 1999). (1999):
- A Transformed Stress Based On Extended Smp Criterion And Its Application To Elastoplastic Model For Geomaterials. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 680 (Juni 2001). (2001):
- Swelling Characteristics Of Sand-bentonite Mixtures Under One-dimensinonal Stress. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 764 (Juni 2004). (2004):
- True Triaxial Tests on Normally Consolidated Clay and Analysis of the Observed Shear Behavior Using Elastoplastic Constitutive Models. In: Soils and Foundations, v. 26, n. 4 (Dezember 1986). (1986):
- A Stress-Strain Model for Granular Materials Considering Mechanism of Fabric Change. In: Soils and Foundations, v. 23, n. 2 (Juni 1983). (1983):
- A Stress-Strain Relationship for Granular Materials Derived from Microscopic Shear Mechanism. In: Soils and Foundations, v. 20, n. 3 (September 1980). (1980):
- Stress-Strain Relationships of Clays Based on the Mobilized Plane. In: Soils and Foundations, v. 14, n. 2 (Juni 1974). (1974):
- Stress-Strain Relationships of Sands Based on the Mobilized Plane. In: Soils and Foundations, v. 14, n. 2 (Juni 1974). (1974):
- A Three-Dimensional Elastoplastic Model for Unsaturated Compacted Soils with Hydraulic Hysteresis. In: Soils and Foundations, v. 47, n. 2 (April 2007). (2007):