Hajime Matsuoka
- (1988): 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).
- (1989): 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 (December 1989).
- (1993): Stress-strain Relationship Under Multi-directional Cyclic Simple Shearing. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 463 (March 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).
- (1999): 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).
- (2001): 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 (June 2001).
- (2004): 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 (June 2004).
- (1986): 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 (December 1986).
- (1983): A Stress-Strain Model for Granular Materials Considering Mechanism of Fabric Change. In: Soils and Foundations, v. 23, n. 2 (June 1983).
- (1980): A Stress-Strain Relationship for Granular Materials Derived from Microscopic Shear Mechanism. In: Soils and Foundations, v. 20, n. 3 (September 1980).
- (1974): Stress-Strain Relationships of Clays Based on the Mobilized Plane. In: Soils and Foundations, v. 14, n. 2 (June 1974).
- (1974): Stress-Strain Relationships of Sands Based on the Mobilized Plane. In: Soils and Foundations, v. 14, n. 2 (June 1974).
- (2007): A Three-Dimensional Elastoplastic Model for Unsaturated Compacted Soils with Hydraulic Hysteresis. In: Soils and Foundations, v. 47, n. 2 (April 2007).
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