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Satoru Ohtsuka

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. Tamboura, Hamidou Hamadoum / Isobe, Koichi / Ohtsuka, Satoru (2022): End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress. Dans: Soils and Foundations, v. 62, n. 4 (août 2022).

    https://doi.org/10.1016/j.sandf.2022.101182

  2. Ohtsuka, Satoru / Yamada, Eiji / Matsuo, Minoru (1997): Ultimate Bearing Capacity Of Footing Considering Static Soil-footing Interaction. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 582 ( 1997).

    https://doi.org/10.2208/jscej.1997.582_151

  3. Doi, Masanobu / Ohtsuka, Satoru / Motegi, Ryushi (2000): Effect Of Asperity Shape On Shear Strength Characteristics Of Rock Joint. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 659 (septembre 2000).

    https://doi.org/10.2208/jscej.2000.659_141

  4. Ohtsuka, Satoru / Sato, Yutaka / Yoshikawa, Takahiro / Sugii, Toshio / Kodaka, Takeshi / Maeda, Kenichi (2021): Levee damage and revetment erosion by the 2019 Typhoon Hagibis in the Chikuma River, Japan. Dans: Soils and Foundations, v. 61, n. 4 (août 2021).

    https://doi.org/10.1016/j.sandf.2021.05.009

  5. Pham, Quang N. / Ohtsuka, Satoru (2021): Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand–Clay. Dans: International Journal of Geomechanics, v. 21, n. 7 (juillet 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002095

  6. Asaoka, Akira / Ohtsuka, Satoru (1987): Bearing Capacity Analysis of a Normally Consolidated Clay Foundation. Dans: Soils and Foundations, v. 27, n. 3 (septembre 1987).

    https://doi.org/10.3208/sandf1972.27.3_58

  7. Asaoka, Akira / Ohtsuka, Satoru (1986): The Analysis of Failure of a Normally Consolidated Clay Foundation Under Embankment Loading. Dans: Soils and Foundations, v. 26, n. 2 (juin 1986).

    https://doi.org/10.3208/sandf1972.26.2_47

  8. Asaoka, Akira / Ohtsuka, Satoru / Matsuo, Minoru (1990): Coupling Analyses of Limiting Equilibrium State for Normally Consolidated and Lightly Overconsolidated Soils. Dans: Soils and Foundations, v. 30, n. 3 (septembre 1990).

    https://doi.org/10.3208/sandf1972.30.3_109

  9. Ohtsuka, Satoru / Yamada, Eiji / Matsuo, Minoru (1998): Stability Analysis of Earth Structures Resisting Earthquake. Dans: Soils and Foundations, v. 38, n. 1 (mars 1998).

    https://doi.org/10.3208/sandf.38.195

  10. Ohtsuka, Satoru / Doi, Masanobu (1999): Bearing Capacity Analysis of Rock Mass Taking Account of Contact Interaction Along Discontinuous Lines. Dans: Soils and Foundations, v. 39, n. 6 (décembre 1999).

    https://doi.org/10.3208/sandf.39.6_91

  11. Pham, Quang N. / Ohtsuka, Satoru / Isobe, Koichi / Fukumoto, Yutaka / Hoshina, Takashi (2019): Ultimate bearing capacity of rigid footing under eccentric vertical load. Dans: Soils and Foundations, v. 59, n. 6 (décembre 2019).

    https://doi.org/10.1016/j.sandf.2019.09.004

  12. Isobe, Koichi / Ohtsuka, Satoru / Nunokawa, Hirokazu (2014): Field investigation and model tests on differential settlement of houses due to liquefaction in the Niigata-ken Chuetsu-Oki earthquake of 2007. Dans: Soils and Foundations, v. 54, n. 4 (août 2014).

    https://doi.org/10.1016/j.sandf.2014.06.022

  13. Isobe, Koichi / Kimura, Makoto / Ohtsuka, Satoru (2014): Design approach to a method for reinforcing existing caisson foundations using steel pipe sheet piles. Dans: Soils and Foundations, v. 54, n. 2 (avril 2014).

    https://doi.org/10.1016/j.sandf.2014.02.006

  14. Pham, Quang N. / Ohtsuka, Satoru / Isobe, Koichi / Fukumoto, Yutaka (2019): Group effect on ultimate lateral resistance of piles against uniform ground movement. Dans: Soils and Foundations, v. 59, n. 1 (février 2019).

    https://doi.org/10.1016/j.sandf.2018.08.013

  15. Pham, Quang N. / Ohtsuka, Satoru / Isobe, Koichi / Fukumoto, Yutaka (2020): Limit load space of rigid footing under eccentrically inclined load. Dans: Soils and Foundations, v. 60, n. 4 (août 2020).

    https://doi.org/10.1016/j.sandf.2020.05.004

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