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Satoru Ohtsuka

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. 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. In: Soils and Foundations, v. 62, n. 4 (August 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. In: 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. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 659 (September 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. In: Soils and Foundations, v. 61, n. 4 (August 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. In: International Journal of Geomechanics, v. 21, n. 7 (July 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. In: Soils and Foundations, v. 27, n. 3 (September 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. In: Soils and Foundations, v. 26, n. 2 (June 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. In: Soils and Foundations, v. 30, n. 3 (September 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. In: Soils and Foundations, v. 38, n. 1 (March 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. In: Soils and Foundations, v. 39, n. 6 (December 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. In: Soils and Foundations, v. 59, n. 6 (December 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. In: Soils and Foundations, v. 54, n. 4 (August 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. In: Soils and Foundations, v. 54, n. 2 (April 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. In: Soils and Foundations, v. 59, n. 1 (February 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. In: Soils and Foundations, v. 60, n. 4 (August 2020).

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

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