Search Results1-20 of  91

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  • Nakai Teruo ID: 9000275841980

    Articles in CiNii:1

    • EFFECTIVENESS OF REINFORCEMENT IN EMBANKMENT GROUND SUBJECTED TO REPEATED SHEAR DEFORMATION (2014)
  • NAKAI TERUO ID: 9000005626114

    Articles in CiNii:24

    • 土のダイレイタンシ-を考慮した地盤の有限要素解析 (1977)
    • 3主応力下の土のせん断挙動に関する統一的解釈 (1980)
    • 任意応力径路下の土の変形挙動に関する統一的解釈 (1981)
  • NAKAI TERUO ID: 9000005759517

    Nagoya Institute of Technology (2005 from CiNii)

    Articles in CiNii:5

    • A New Mechanical Quantity for Soils and Its Application to Elastoplastic Constitutive Models (1984)
    • An Isotropic Hardening Elastoplastic Model for Sand Considering the Stress Path Dependency in Three-Dimensional Stresses (1989)
    • Numerical Calculations of Soil Response over a Displacing Basement (1995)
  • NAKAI TERUO ID: 9000014590177

    Department of Civil Engineering, Nagoya Institute of Technology (2007 from CiNii)

    Articles in CiNii:1

    • INFLUENCES OF 3D EFFECTS, WALL DEFLECTION PROCESS AND WALL DEFLECTION MODE IN RETAINING WALL PROBLEMS : (2007)
  • NAKAI TERUO ID: 9000254165489

    Articles in CiNii:1

    • Shear behaviors of sand and clay under three-dimensional stress condition. (1983)
  • NAKAI TERUO ID: 9000254165546

    Articles in CiNii:1

    • Constitutive equation for soils based on the extended concept of "spatial mobilized plane" and its application to finite element analysis. (1983)
  • NAKAI TERUO ID: 9000254165595

    Articles in CiNii:1

    • A new mechanical quantity for soils and its application to elastoplastic constitutive models. (1984)
  • NAKAI TERUO ID: 9000254165703

    Articles in CiNii:1

    • Relationship among Tresca, Mises, Mohr-Coulomb and Matsuoka-Nakai failure criteria. (1985)
  • NAKAI TERUO ID: 9000254165788

    Articles in CiNii:1

    • True triaxial tests on normally consolidated clay and analysis of the observed shear behavior using elastoplastic constitutive models. (1986)
  • NAKAI TERUO ID: 9000254166325

    Articles in CiNii:1

    • Numerical Calculations of Soil Response over a Displacing Basement. (1995)
  • NAKAI TERUO ID: 9000254606445

    Articles in CiNii:1

    • Finite element computations for active and passive earth pressure problems of retaining wall. (1985)
  • NAKAI TERUO ID: 9000254606520

    Articles in CiNii:1

    • A generalized elastoplastic constitutive model for clay in three-dimensional stresses. (1986)
  • NAKAI TERUO ID: 9000254606777

    Articles in CiNii:1

    • An isotropic hardening elastoplastic model for sand considering the stress path dependency in three-dimensional stresses. (1989)
  • NAKAI TERUO ID: 9000256315659

    Articles in CiNii:1

    • 3D and Dilatancy Effects on Settlements and Earth Pressures over Lowering Basement. (1995)
  • NAKAI TERUO ID: 9000256315879

    Articles in CiNii:1

    • 3D and 2D Model Tests and Numerical Analyses of Settlements and Earth Pressures due to Tunnel Excavation. (1997)
  • NAKAI TERUO ID: 9000256316199

    Articles in CiNii:1

    • Model Tests and Numerical Simulation of Braced Excavation in Sandy Ground: Influences of Construction History, Wall Friction, Wall Stiffness, Strut Position and Strut Stiffness. (1999)
  • NAKAI TERUO ID: 9000256316418

    Articles in CiNii:1

    • Mechanical behavior of pile foundations subjected to cyclic lateral loading up to the ultimate state. (2000)
  • NAKAI TERUO ID: 9000256317060

    Department of Civil Engineering, Nagoya Institute of Technology (2004 from CiNii)

    Articles in CiNii:1

    • INFLUENCE OF SURFACE LOADS AND CONSTRUCTION SEQUENCE ON GROUND RESPONSE DUE TO TUNNELLING (2004)
  • NAKAI TERUO ID: 9000256317064

    Articles in CiNii:1

    • A SIMPLE ELASTOPLASTIC MODEL FOR NORMALLY AND OVER CONSOLIDATED SOILS WITH UNIFIED MATERIAL PARAMETERS (2004)
  • NAKAI TERUO ID: 9000256317127

    Department of Civil Engineering, Nagoya Institute of Technology (2004 from CiNii)

    Articles in CiNii:1

    • 3D EFFECTS ON EARTH PRESSURE AND DISPLACEMENTS DURING TUNNEL EXCAVATIONS (2004)
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