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Kenji Ishihara

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Kioka, Wataru / Ishihara, Kenji (1993): Second-order Long Waves Induced By The Refraction Of Short-wave Groups. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 467 (mai 1993).

    https://doi.org/10.2208/jscej.1993.467_75

  2. Higuchi, Takaya / Aoki, Hisashi / Ishihara, Kenji / Tsukamoto, Yoshimichi / Masuo, Takayuki (1999): Reinforcing Effects Of Geogrid Reinforced Sand In Large Scale Model Tests. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 624 (juin 1999).

    https://doi.org/10.2208/jscej.1999.624_135

  3. Ishihara, Kenji / Yasuda, Susumu (1975): Sand Liquefaction In Hollow Cylinder Torsion Under Irregular Excitation. Dans: Soils and Foundations, v. 15, n. 1 (mars 1975).

    https://doi.org/10.3208/sandf1972.15.45

  4. Yamada, Yasuo / Ishihara, Kenji (1983): Undrained Deformation Characteristics of Sand in Multi-Directional Shear. Dans: Soils and Foundations, v. 23, n. 1 (mars 1983).

    https://doi.org/10.3208/sandf1972.23.61

  5. Ishihara, Kenji / Towhata, Ikuo (1983): Sand Response to Cyclic Rotation of Principal Stress Directions as Induced by Wave Loads. Dans: Soils and Foundations, v. 23, n. 4 (décembre 1983).

    https://doi.org/10.3208/sandf1972.23.4_11

  6. Towhata, Ikuo / Ishihara, Kenji (1985): Undrained Strength of Sand Undergoing Cyclic Rotation of Principal Stress Axes. Dans: Soils and Foundations, v. 25, n. 2 (juin 1985).

    https://doi.org/10.3208/sandf1972.25.2_135

  7. Towhata, Ikuo / Ishihara, Kenji (1985): Shear Work and Pore Water Pressure in Undrained Shear. Dans: Soils and Foundations, v. 25, n. 3 (septembre 1985).

    https://doi.org/10.3208/sandf1972.25.3_73

  8. Yamada, Yasuo / Ishihara, Kenji (1981): Undrained Deformation Characteristics of Loose Sand Under Three-Dimensional Stress Conditions. Dans: Soils and Foundations, v. 21, n. 1 (mars 1981).

    https://doi.org/10.3208/sandf1972.21.97

  9. Ishihara, Kenji (1977): Simple Method of Analysis for Liquefaction of Sand Deposits During Earthquakes. Dans: Soils and Foundations, v. 17, n. 3 (septembre 1977).

    https://doi.org/10.3208/sandf1972.17.3_1

  10. Ishihara, Kenji / Watanabe, Tadao (1976): Sand Liquefaction Through Volume Decrease Potential. Dans: Soils and Foundations, v. 16, n. 4 (décembre 1976).

    https://doi.org/10.3208/sandf1972.16.4_61

  11. Ishihara, Kenji / Lysmer, John / Yasuda, Susumu / Hirao, Hxsao (1976): Prediction of Liquefaction in Sand Deposits during Earthquakes. Dans: Soils and Foundations, v. 16, n. 1 (mars 1976).

    https://doi.org/10.3208/sandf1972.16.1

  12. Ishihara, Kenji / Yasuda, Susumu (1972): Sand Liquefaction Due to Irregular Excitation. Dans: Soils and Foundations, v. 12, n. 4 (décembre 1972).

    https://doi.org/10.3208/sandf1972.12.4_65

  13. Ishihara, Kenji (1970): Relations Between Process of Cutting and Uniqueness of Solutions. Dans: Soils and Foundations, v. 10, n. 3 ( 1970).

    https://doi.org/10.3208/sandf1960.10.3_50

  14. Ishihara, Kenji (1967): Vibration Behavior of a Sand Layer Resting upon Inclined Firm Underground Boundaries. Dans: Soils and Foundations, v. 7, n. 1 ( 1967).

    https://doi.org/10.3208/sandf1960.7.15

  15. Pradel, Daniel / Ishihara, Kenji / Gutierrez, Marte (1990): Yielding and Flow of Sand Under Principal Stress Axes Rotation. Dans: Soils and Foundations, v. 30, n. 1 (mars 1990).

    https://doi.org/10.3208/sandf1972.30.87

  16. Verdugo, Ramon / Ishihara, Kenji (1996): The Steady State of Sandy Soils. Dans: Soils and Foundations, v. 36, n. 2 (juin 1996).

    https://doi.org/10.3208/sandf.36.2_81

  17. Cubrinovski, Misko / Ishihara, Kenji (1998): State Concept and Modified Elastoplasticity for Sand Modelling. Dans: Soils and Foundations, v. 38, n. 4 (décembre 1998).

    https://doi.org/10.3208/sandf.38.4_213

  18. Kato, Susumu / Ishihara, Kenji / Towhata, Ikuo (2001): Undrained Shear Characteristics of Saturated Sand Under Anisotropic Consolidation. Dans: Soils and Foundations, v. 41, n. 1 (février 2001).

    https://doi.org/10.3208/sandf.41.1

  19. Tsukamoto, Yoshimichi / Ishihara, Kenji / Yamamoto, Minoru / Harada, Kenji / Yabe, Hiroshi (2000): Soil Densification Due to Static Sand Pile Installation for Liquefaction Remediation. Dans: Soils and Foundations, v. 40, n. 2 (avril 2000).

    https://doi.org/10.3208/sandf.40.2_9

  20. Imamura, Shinichiro / Hagiwara, Toshiyuki / Tsukamoto, Yoshimichi / Ishihara, Kenji (2004): Response of Pile Groups Against Seismically Induced Lateral Flow in Centrifuge Model Tests. Dans: Soils and Foundations, v. 44, n. 3 (juin 2004).

    https://doi.org/10.3208/sandf.44.3_39

  21. Acacio, Alexis A. / Kobayashi, Yoshikazu / Towhata, Ikuo / Bautista, R. T. / Ishihara, Kenji (2001): Subsidence of Building Foundation Resting Upon Liquefied Subsoil: Case Studies and Assessment. Dans: Soils and Foundations, v. 41, n. 6 (décembre 2001).

    https://doi.org/10.3208/sandf.41.6_111

  22. Tsukamoto, Yoshimichi / Ishihara, Kenji / Nakazawa, Hiroshi / Kamada, Kunio / Huang, Yongnan (2002): Resistance of Partly Saturated Sand to Liquefaction with Reference to Longitudinal and Shear Wave Velocities. Dans: Soils and Foundations, v. 42, n. 6 (décembre 2002).

    https://doi.org/10.3208/sandf.42.6_93

  23. Tsukamoto, Yoshimichi / Ishihara, Kenji / Kon, Hirohito / Masuo, Takayuki (2002): Use of Compressible Expanded Polystyrene Blocks and Geogrids for Retaining Wall Structures. Dans: Soils and Foundations, v. 42, n. 4 (août 2002).

    https://doi.org/10.3208/sandf.42.4_29

  24. Cubrinovski, Misko / Ishihara, Kenji (2004): Simplified Method for Analysis of Piles Undergoing Lateral Spreading in Liquefied Soils. Dans: Soils and Foundations, v. 44, n. 5 (octobre 2004).

    https://doi.org/10.3208/sandf.44.5_119

  25. Tsukamoto, Yoshimichi / Ishihara, Kenji / Sawada, Shunichi (2004): Settlement of Silty Sand Deposits Following Liquefaction During Earthquakes. Dans: Soils and Foundations, v. 44, n. 5 (octobre 2004).

    https://doi.org/10.3208/sandf.44.5_135

  26. Amoly, Roozbeh Safaeian / Ishihara, Kenji / Bilsel, Huriye (2016): The relation between liquefaction resistance and shear wave velocity for new and old deposits. Dans: Soils and Foundations, v. 56, n. 3 (juin 2016).

    https://doi.org/10.1016/j.sandf.2016.04.016

  27. Ishihara, Kenji (2010): Retrospective Overview on Developments of "Soils and Foundations". Dans: Soils and Foundations, v. 50, n. 6 (décembre 2010).

    https://doi.org/10.3208/sandf.50.777

  28. Ishihara, Kenji / Tatsuoka, Fumio / Yasuda, Susumu (1975): Undrained Deformation and Liquefaction of Sand Under Cyclic Stresses. Dans: Soils and Foundations, v. 15, n. 1 (mars 1975).

    https://doi.org/10.3208/sandf1972.15.29

  29. Sawada, Shunichi / Tsukamoto, Yoshimichi / Ishihara, Kenji (2006): Residual deformation characteristics of partially saturated sandy soils subjected to seismic excitation. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 2-4 (février 2006).

    https://doi.org/10.1016/j.soildyn.2004.11.024

  30. Kabilamany, Kandasamy / Ishihara, Kenji (1990): Stress dilatancy and hardening laws for rigid granular model of sand. Dans: Soil Dynamics and Earthquake Engineering, v. 9, n. 2 (mars 1990).

    https://doi.org/10.1016/s0267-7261(05)80020-x

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