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Mitsutoshi Yoshimine

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. Ishihara, Kenji / Yoshimine, Mitsutoshi (1992): Evaluation of Settlements in Sand Deposits Following Liquefaction During Earthquakes. Dans: Soils and Foundations, v. 32, n. 1 (mars 1992).

    https://doi.org/10.3208/sandf1972.32.173

  2. Yoshimine, Mitsutoshi / Ishihara, Kenji (1998): Flow Potential of Sand During Liquefaction. Dans: Soils and Foundations, v. 38, n. 3 (septembre 1998).

    https://doi.org/10.3208/sandf.38.3_189

  3. Yoshimine, Mitsutoshi / Ishihara, Kenji / Vargas, William (1998): Effects of Principal Stress Direction and Intermediate Principal Stress on Undrained Shear Behavior of Sand. Dans: Soils and Foundations, v. 38, n. 3 (septembre 1998).

    https://doi.org/10.3208/sandf.38.3_179

  4. Yoshimine, Mitsutoshi / Özay, Recep / Sezen, Atila / Ansal, Atilla (1999): Undrained Plane Strain Shear Tests on Saturated Sand Using a Hollow Cylinder Torsional Shear Apparatus. Dans: Soils and Foundations, v. 39, n. 2 (avril 1999).

    https://doi.org/10.3208/sandf.39.2_131

  5. Yoshimine, Mitsutoshi (2006): Generalized Coulomb's Criterion for 3-Dimensional Stress Conditions. Dans: Soils and Foundations, v. 46, n. 2 (avril 2006).

    https://doi.org/10.3208/sandf.46.259

  6. Koseki, Junichi / Yoshimine, Mitsutoshi / Hara, Tadashi / Kiyota, Takashi / Wicaksono, Ruta Ireng / Goto, Satoshi / Agustian, Yanyan (2007): Damage Survey Report on May 27, 2006, Mid Java Earthquake, Indonesia. Dans: Soils and Foundations, v. 47, n. 5 (octobre 2007).

    https://doi.org/10.3208/sandf.47.973

  7. Yoshimine, Mitsutoshi / Nishizaki, Hiroto / Amano, Kei / Hosono, Yasuyo (2006): Flow deformation of liquefied sand under constant shear load and its application to analysis of flow slide of infinite slope. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 2-4 (février 2006).

    https://doi.org/10.1016/j.soildyn.2005.02.016

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