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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. Jiang, Guan-Lu / Tatsuoka, Fumio / Flora, Alessandro / Koseki, Junichi (1997): Inherent and stress-state-induced anisotropy in very small strain stiffness of a sandy gravel. Dans: Géotechnique, v. 47, n. 3 (juin 1997).

    https://doi.org/10.1680/geot.1997.47.3.509

  2. Tatsuoka, Fumio (1985): On the Angle of Interface Friction For Cohesionless Soils. Dans: Soils and Foundations, v. 25, n. 4 (décembre 1985).

    https://doi.org/10.3208/sandf1972.25.4_135

  3. Tatsuoka, Fumio / Sonoda, Shoji / Hara, Katsushige / Fukushima, Shinji / Pradhan, Tej B. S. (1986): Failure and Deformation of Sand in Torsional Shear. Dans: Soils and Foundations, v. 26, n. 4 (décembre 1986).

    https://doi.org/10.3208/sandf1972.26.4_79

  4. Tatsuoka, Fumio / Kato, Hiroyuki / Kimura, Masaru / Pradhan, Tej B. S. (1988): Liquefaction Strength of Sands Subjected to Sustained Pressure. Dans: Soils and Foundations, v. 28, n. 1 (mars 1988).

    https://doi.org/10.3208/sandf1972.28.119

  5. Tatsuoka, Fumio / Yasuda, Susumu / Iwasaki, Toshio / Tokida, Kenichi (1980): Normalized Dynamic Undrained Strength of Sands Subjected to Cyclic and Random Loading. Dans: Soils and Foundations, v. 20, n. 3 (septembre 1980).

    https://doi.org/10.3208/sandf1972.20.3_1

  6. Tatsuoka, Fumio / Iwasaki, Toshio / Tokida, Ken-Ichi / Yasuda, Susumu / Hirose, Makoto / Imai, Tsuneo / Kon-No, Masashi (1978): A Method for Estimating Undrained Cyclic Strength of Sandy Soils Using Standard Penetration Resistances. Dans: Soils and Foundations, v. 18, n. 3 (septembre 1978).

    https://doi.org/10.3208/sandf1972.18.3_43

  7. Pradhan, Tej B. S. / Tatsuoka, Fumio / Sato, Yasuhiko (1989): Experimental Stress-Dilatancy Relations of Sand Subjected to Cyclic Loading. Dans: Soils and Foundations, v. 29, n. 1 (mars 1989).

    https://doi.org/10.3208/sandf1972.29.45

  8. Pradhan, Tej B. S. / Tatsuoka, Fumio (1989): On Stress-Dilatancy Equations of Sand Subjected to Cyclic Loading. Dans: Soils and Foundations, v. 29, n. 1 (mars 1989).

    https://doi.org/10.3208/sandf1972.29.65

  9. Shibuya, Satoru / Tatsuoka, Fumio / Teachavorasinskun, Supot / Kong, Xian Jing / Abe, Fumihiro / Kim, You-Seong / Park, Choon-Sik (1992): Elastic Deformation Properties of Geomaterials. Dans: Soils and Foundations, v. 32, n. 3 (septembre 1992).

    https://doi.org/10.3208/sandf1972.32.3_26

  10. Tatsuoka, Fumio / Siddiquee, Mohammed S. A. / Park, Choon-Sik / Sakamoto, Makoto / Abe, Fumihiro (1993): Modelling Stress-Strain Relations of Sand. Dans: Soils and Foundations, v. 33, n. 2 (juin 1993).

    https://doi.org/10.3208/sandf1972.33.2_60

  11. Huang, Ching-Chuan / Tatsuoka, Fumio / Sato, Yasuhiko (1994): Failure Mechanisms of Reinforced Sand Slopes Loaded with a Footing. Dans: Soils and Foundations, v. 34, n. 2 (juin 1994).

    https://doi.org/10.3208/sandf1972.34.2_27

  12. Puzrin, Alexander / Tatsuoka, Fumio (1998): Elastic Strain Energy Potential for Uncemented Granular Materials. Dans: Soils and Foundations, v. 38, n. 4 (décembre 1998).

    https://doi.org/10.3208/sandf.38.4_267

  13. Peng, Fang-Le / Kotake, Nozomu / Tatsuoka, Fumio / Hirakawa, Daiki / Tanaka, Tadatsugu (2000): Plane Strain Compression Behaviour of Geogrid-Reinforced Sand and its Numerical Analysis. Dans: Soils and Foundations, v. 40, n. 3 (juin 2000).

    https://doi.org/10.3208/sandf.40.3_55

  14. Kotake, Nozomu / Tatsuoka, Fumio / Tanaka, Tadatsugu / Siddiquee, Mohammed S. A. / Yamauchi, Hiromoto (1999): An Insight into the Failure of Reinforced Sand in Plane Strain Compression by FEM Simulation. Dans: Soils and Foundations, v. 39, n. 5 (octobre 1999).

    https://doi.org/10.3208/sandf.39.5_103

  15. Goto, Satoshi / Burland, John B. / Tatsuoka, Fumio (1999): Non-Linear Soil Model with Various Strain Levels and Its Application to Axisymmetric Excavation Problem. Dans: Soils and Foundations, v. 39, n. 4 (août 1999).

    https://doi.org/10.3208/sandf.39.4_111

  16. Siddiquee, M. S. A. / Tanaka, Tadatsugu / Tatsuoka, Fumio / Tani, Kazuo / Morimoto, Tsutomu (1999): Numerical Simulation of Bearing Capacity Characteristics of Strip Footing on Sand. Dans: Soils and Foundations, v. 39, n. 4 (août 1999).

    https://doi.org/10.3208/sandf.39.4_93

  17. Hayano, Kimitoshi / Matsumoto, Masashi / Tatsuoka, Fumio / Koseki, Junichi (2001): Evaluation of Time-Dependent Deformation Properties of Sedimentary Soft Rock and their Constitutive Modeling. Dans: Soils and Foundations, v. 41, n. 2 (avril 2001).

    https://doi.org/10.3208/sandf.41.2_21

  18. Siddiquee, M. S. A. / Tatsuoka, Fumio / Tanaka, Tadatsugu / Tani, Kazuo / Yoshida, Kenji / Morimoto, Tsutomu (2001): Model Tests and Fem Simulation of Some Factors Affecting the Bearing Capacity of a Footing on Sand. Dans: Soils and Foundations, v. 41, n. 2 (avril 2001).

    https://doi.org/10.3208/sandf.41.2_53

  19. Nawir, Hasbullah / Tatsuoka, Fumio / Kuwano, Reiko (2003): Experimental Evaluation of the Viscous Properties of Sand in Shear. Dans: Soils and Foundations, v. 43, n. 6 (décembre 2003).

    https://doi.org/10.3208/sandf.43.6_13

  20. Uchimura, Taro / Tateyama, Masaru / Tanaka, Ikuo / Tatsuoka, Fumio (2003): Performance of a Preloaded-Prestressed Geogrid-Reinforced Soil Pier for a Railway Bridge. Dans: Soils and Foundations, v. 43, n. 6 (décembre 2003).

    https://doi.org/10.3208/sandf.43.6_155

  21. Shinoda, Masahiro / Uchimura, Taro / Tatsuoka, Fumio (2003): Increasing the Stiffness of Mechanically Reinforced Backfill by Preloading and Prestressing. Dans: Soils and Foundations, v. 43, n. 1 (février 2003).

    https://doi.org/10.3208/sandf.43.75

  22. Shinoda, Masahiro / Uchida, Taro / Tatsuoka, Fumio (2003): Improving the Dynamic Performance of Preloaded and Prestressed Mechanically Reinforced Backfill by Using a Ratchet Connection. Dans: Soils and Foundations, v. 43, n. 2 (avril 2003).

    https://doi.org/10.1016/s0038-0806(20)30801-5

  23. Tatsuoka, Fumio / Nawir, Hasbullah / Kuwano, Reiko (2004): A Modelling Procedure for Shear Yielding Characteristics Affected by Viscous Properties of Sand in Triaxial Compression. Dans: Soils and Foundations, v. 44, n. 6 (décembre 2004).

    https://doi.org/10.3208/sandf.44.6_83

  24. Siddiquee, Mohammed S. A. / Tatsuoka, Fumio / Tanaka, Tadatsugu (2006): Fem Simulation of the Viscous Effects on the Stress-Strain Behaviour of Sand in Plane Strain Compression. Dans: Soils and Foundations, v. 46, n. 1 (février 2006).

    https://doi.org/10.3208/sandf.46.99

  25. Tatsuoka, Fumio / Di Benedetto, Hervé / Kongkitkul, Warat / Kongsukprasert, Lalana / Nishi, Takahiko / Sano, Yusuke (2008): Modelling of Ageing Effects on the Elasto-Viscoplastic Behaviour of Geomaterial. Dans: Soils and Foundations, v. 48, n. 2 (avril 2008).

    https://doi.org/10.3208/sandf.48.155

  26. Kongkitkul, Warat / Tatsuoka, Fumio / Duttine, Antoine / Kawabe, Shohei / Enomoto, Tadao / Di Benedetto, Hervé (2008): Modelling and Simulation of Rate-Dependent Stress-Strain Behaviour of Granular Materials in Shear. Dans: Soils and Foundations, v. 48, n. 2 (avril 2008).

    https://doi.org/10.3208/sandf.48.175

  27. Deng, Jianliang / Tatsuoka, Fumio / Kuwano, Jiro (2012): Effects of wetting and ageing on 1D elasto-viscoplastic behaviour of cement-mixed clay and model simulation. Dans: Soils and Foundations, v. 52, n. 2 (avril 2012).

    https://doi.org/10.1016/j.sandf.2012.01.001

  28. Deng, Jianliang / Nawir, Hasbullah / Tatsuoka, Fumio (2011): Effects of Viscous Property and Wetting on 1-D Compression of Clay and Model Simulation. Dans: Soils and Foundations, v. 51, n. 5 (octobre 2011).

    https://doi.org/10.3208/sandf.51.897

  29. Tatsuoka, Fumio / Iwasaki, Toshio / Takagi, Yoshikazu (1978): Hysteretic Damping of Sands under Cyclic Loading and its Relation to Shear Modulus. Dans: Soils and Foundations, v. 18, n. 2 (juin 1978).

    https://doi.org/10.3208/sandf1972.18.2_25

  30. Ueno, Kazuhiro / Kuroda, Seiichiro / Hori, Toshikazu / Tatsuoka, Fumio (2019): Elastic shear modulus variations during undrained cyclic loading and subsequent reconsolidation of saturated sandy soil. Dans: Soil Dynamics and Earthquake Engineering, v. 116 (janvier 2019).

    https://doi.org/10.1016/j.soildyn.2018.10.041

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