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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Miura, Kinya / Toki, Shosuke / Miura, Seiichi (1986): Deformation Prediction for Anisotropic Sand During the Rotation of Principal Stress Axes. In: Soils and Foundations, v. 26, n. 3 (September 1986).

    https://doi.org/10.3208/sandf1972.26.3_42

  2. Miura, Kinya / Miura, Seiichi / Toki, Shosuke (1986): Deformation Behavior of Anisotropic Dense Sand Under Principal Stress Axes Rotation. In: Soils and Foundations, v. 26, n. 1 (März 1986).

    https://doi.org/10.3208/sandf1972.26.36

  3. Liu, Chaogang / Toki, Shosuke / Miura, Kinya (1990): Deformation Behavior of Sand under Cyclic Anisotropic Consolidation. In: Soils and Foundations, v. 30, n. 1 (März 1990).

    https://doi.org/10.3208/sandf1972.30.195

  4. Takahara, Toshiyuki / Miura, Kinya (1998): Mechanical Characteristics of EPS Block Fill and its Simulation by DEM and FEM. In: Soils and Foundations, v. 38, n. 1 (März 1998).

    https://doi.org/10.3208/sandf.38.97

  5. Miura, Kinya / Maeda, Kenichi / Furukawa, Minori / Toki, Shosuke (1997): Physical Characteristics Of Sands with Different Primary Properties. In: Soils and Foundations, v. 37, n. 3 (September 1997).

    https://doi.org/10.3208/sandf.37.3_53

  6. Miura, Kinya / Maeda, Kenichi / Toki, Shosuke (1997): Method of Measurement for the Angle of Repose of Sands. In: Soils and Foundations, v. 37, n. 2 (Juni 1997).

    https://doi.org/10.3208/sandf.37.2_89

  7. Maeda, Kenichi / Miura, Kinya / Toki, Shosuke (1995): Mechanical Properties of Elliptic Microstructure Formed in Granular Materials. In: Soils and Foundations, v. 35, n. 2 (Juni 1995).

    https://doi.org/10.3208/sandf1972.35.2_1

  8. Ueno, Katsutoshi / Miura, Kinya / Maeda, Yoshito (1998): Prediction of Ultimate Bearing Capacity of Surface Footings with Regard to Size Effects. In: Soils and Foundations, v. 38, n. 3 (September 1998).

    https://doi.org/10.3208/sandf.38.3_165

  9. Kohama, Eiji / Miura, Kinya / Yoshida, Nozomu / Ohtsuka, Natsuhiko / Kurita, Satoru (1998): Instability of Gravity Type Quay Wall Induced By Liquefaction of Backfill During Earthquake. In: Soils and Foundations, v. 38, n. 4 (Dezember 1998).

    https://doi.org/10.3208/sandf.38.4_71

  10. Miura, Kinya / Maeda, Kenichi / Furukawa, Minori / Toki, Shosuke (1998): Mechanical Characteristics of Sands with Different Primary Properties. In: Soils and Foundations, v. 38, n. 4 (Dezember 1998).

    https://doi.org/10.3208/sandf.38.4_159

  11. Maeda, Kenichi / Miura, Kinya (1999): Relative Density Dependency of Mechanical Properties of Sands. In: Soils and Foundations, v. 39, n. 1 (Februar 1999).

    https://doi.org/10.3208/sandf.39.69

  12. Maeda, Kenichi / Miura, Kinya (1999): Confining Stress Dependency of Mechanical Properties of Sands. In: Soils and Foundations, v. 39, n. 1 (Februar 1999).

    https://doi.org/10.3208/sandf.39.53

  13. Miura, Kinya / Yoshida, Nozomu / Kim, Yoonsang (2001): Frequency Dependent Property of Waves in Saturated Soil. In: Soils and Foundations, v. 41, n. 2 (April 2001).

    https://doi.org/10.3208/sandf.41.2_1

  14. Miura, Kinya / Otsuka, Natsuhiko / Kohama, Eiji / Supachawarote, Chairat / Hirabayashi, Tsuyoshi (2003): The Size Effects of Earth Pressure Cells on Measurement in Granular Materials. In: Soils and Foundations, v. 43, n. 5 (Oktober 2003).

    https://doi.org/10.3208/sandf.43.5_133

  15. Tsukada, Yukihiro / Miura, Kinya / Tsubokawa, Yukitomo / Otani, Yoshinori / You, Guan-Lin (2006): Mechanism of Bearing Capacity of Spread Footings Reinforced with Micropiles. In: Soils and Foundations, v. 46, n. 3 (Juni 2006).

    https://doi.org/10.3208/sandf.46.367

  16. Yoshida, Nozomu / Kobayashi, Satoshi / Suetomi, Iwao / Miura, Kinya (2002): Equivalent linear method considering frequency dependent characteristics of stiffness and damping. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 3 (April 2002).

    https://doi.org/10.1016/s0267-7261(02)00011-8

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