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Kenji Ishihara

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Kioka, Wataru / Ishihara, Kenji (1993): Second-order Long Waves Induced By The Refraction Of Short-wave Groups. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 467 (May 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. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 624 (June 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. In: Soils and Foundations, v. 15, n. 1 (March 1975).

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

  4. Yamada, Yasuo / Ishihara, Kenji (1983): Undrained Deformation Characteristics of Sand in Multi-Directional Shear. In: Soils and Foundations, v. 23, n. 1 (March 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. In: Soils and Foundations, v. 23, n. 4 (December 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. In: Soils and Foundations, v. 25, n. 2 (June 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. In: Soils and Foundations, v. 25, n. 3 (September 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. In: Soils and Foundations, v. 21, n. 1 (March 1981).

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

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

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

  10. Ishihara, Kenji / Watanabe, Tadao (1976): Sand Liquefaction Through Volume Decrease Potential. In: Soils and Foundations, v. 16, n. 4 (December 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. In: Soils and Foundations, v. 16, n. 1 (March 1976).

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

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

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

  13. Ishihara, Kenji (1970): Relations Between Process of Cutting and Uniqueness of Solutions. In: 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. In: 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. In: Soils and Foundations, v. 30, n. 1 (March 1990).

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

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

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

  17. Cubrinovski, Misko / Ishihara, Kenji (1998): State Concept and Modified Elastoplasticity for Sand Modelling. In: Soils and Foundations, v. 38, n. 4 (December 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. In: Soils and Foundations, v. 41, n. 1 (February 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. In: Soils and Foundations, v. 40, n. 2 (April 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. In: Soils and Foundations, v. 44, n. 3 (June 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. In: Soils and Foundations, v. 41, n. 6 (December 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. In: Soils and Foundations, v. 42, n. 6 (December 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. In: Soils and Foundations, v. 42, n. 4 (August 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. In: Soils and Foundations, v. 44, n. 5 (October 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. In: Soils and Foundations, v. 44, n. 5 (October 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. In: Soils and Foundations, v. 56, n. 3 (June 2016).

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

  27. Ishihara, Kenji (2010): Retrospective Overview on Developments of "Soils and Foundations". In: Soils and Foundations, v. 50, n. 6 (December 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. In: Soils and Foundations, v. 15, n. 1 (March 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. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 2-4 (February 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. In: Soil Dynamics and Earthquake Engineering, v. 9, n. 2 (March 1990).

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

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