Teruo Nakai
- (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).
- (1984): Analysis Of Shear Behavior Of Sand Under Various Three-dimensional Stress Paths. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 346 (June 1984).
- (1996): Finite Element Analyses And Model Tests For Excavation Problems. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 541 (June 1996).
- (1997): Deformation Dependency Of Composite Ground On Construction Type. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 568 (June 1997).
- (1998): Elastic Constitutive Equation For Geomaterials Using The Modified Stress. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 589 (March 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 (June 1998).
- (1983): Shear Behaviors of Sand and Clay Under Three-Dimensional Stress Condition. In: Soils and Foundations, v. 23, n. 2 (June 1983).
- (1983): Constitutive Equation for Soils Based on the Extended Concept of "Spatial Mobilized Plane" and its Application to Finite Element Analysis. In: Soils and Foundations, v. 23, n. 4 (December 1983).
- (1984): A New Mechanical Quantity for Soils and its Application to Elastoplastic Constitutive Models. In: Soils and Foundations, v. 24, n. 2 (June 1984).
- (1985): Finite Element Computations for Active and Passive Earth Pressure Problems of Retaining Wall. In: Soils and Foundations, v. 25, n. 3 (September 1985).
- (1985): Relationship Among Tresca, Mises, Mohr-Coulomb And Matsuoka-Nakai Failure Criteria. In: Soils and Foundations, v. 25, n. 4 (December 1985).
- (1986): A Generalized Elastoplastic Constitutive Model for Clay in Three-Dimensional Stresses. In: Soils and Foundations, v. 26, n. 3 (September 1986).
- (1989): An Isotropic Hardening Elastoplastic Model for Sand Considering the Stress Path Dependency in Three-Dimensional Stresses. In: Soils and Foundations, v. 29, n. 1 (March 1989).
- (1997): 3D and 2D Model Tests and Numerical Analyses of Settlements and Earth Pressures Due to Tunnel Excavation. In: Soils and Foundations, v. 37, n. 3 (September 1997).
- (1995): 3D and Dilatancy Effects on Settlements and Earth Pressures Over Lowering Basement. In: Soils and Foundations, v. 35, n. 4 (December 1995).
- (1995): Numerical Calculations of Soil Response Over a Displacing Basement. In: Soils and Foundations, v. 35, n. 2 (June 1995).
- (1999): Model Tests and Numerical Simulation of Braced Excavation in Sandy Ground: Influences of Construction History, Wall Friction, Wall Stiffness, Strut Position and Strut Stiffness. In: Soils and Foundations, v. 39, n. 3 (June 1999).
- (2000): Mechanical Behavior of Pile Foundations Subjected to Cyclic Lateral Loading Up to the Ultimate State. In: Soils and Foundations, v. 40, n. 5 (October 2000).
- (1999): A Model for Clay Using Modified Stress Under Various Loading Conditions with the Application of Subloading Concept. In: Soils and Foundations, v. 39, n. 6 (December 1999).
- (2001): Dilatancy Characteristic and Anisotropy of Sand under Monotonic and Cyclic Loading. In: Soils and Foundations, v. 41, n. 3 (June 2001).
- (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): Influence of Surface Loads and Construction Sequence on Ground Response Due to Tunnelling. In: Soils and Foundations, v. 44, n. 2 (April 2004).
- (2006): Ground Behavior Due to Tunnel Excavation with Existing Foundation. In: Soils and Foundations, v. 46, n. 2 (April 2006).
- (2007): Simulation of Conventional and Inverted Braced Excavations Using Subloading tij Model. In: Soils and Foundations, v. 47, n. 3 (June 2007).
- (2007): Influences of 3D Effects, Wall Deflection Process and Wall Deflection Mode in Retaining Wall Problems. In: Soils and Foundations, v. 47, n. 4 (August 2007).
- (2012): Displacement in sand under triaxial compression by tracking soil particles on X-ray CT data. In: Soils and Foundations, v. 52, n. 2 (April 2012).
- (2011): A Simple and Unified Three-Dimensional Model to Describe Various Characteristics of Soils. In: Soils and Foundations, v. 51, n. 6 (December 2011).
- (2011): A Simple and Unified One-Dimensional Model to Describe Various Characteristics of Soils. In: Soils and Foundations, v. 51, n. 6 (December 2011).
- (2011): Behavior of Ground and Response of Existing Foundation Due to Tunneling. In: Soils and Foundations, v. 51, n. 3 (June 2011).
- (2019): Numerical study on 3D effect and practical design in shield tunneling. In: Underground Space, v. 4, n. 3 (September 2019).
Structurae cooperates with
