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Publicité

Kunio Saitoh

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. Katakami, Norihisa / Saitoh, Kunio / Yoshifuku, Tsukasa / Satoh, Yutaka / Furuyama, Syoichi / Kuriyama, Michio (2000): An Evaluation Method Lateral Resistance of Piles In The Ground Having Increace of Stiffness With Depth. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 658 (septembre 2000).

    https://doi.org/10.2208/jscej.2000.658_181

  2. Katagiri, Masaaki / Ishii, Takeshi / Saitoh, Kunio / Masuda, Torn / Aizawa, Fuminari / Ugai, Keizo (2000): Observation And Evaluation On Failure Mechanism Of Slurry Trenches In Sandy Ground. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 666 (décembre 2000).

    https://doi.org/10.2208/jscej.2000.666_127

  3. Ishii, Takeshi / Saitoh, Kunio / Kuwabara, Kiyoshi / Ugai, Keizo (2001): Stability Analysis By 3-d Elasto-plastic Finite Element Method For Slurry Trenches Constructed In Sandy Ground. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (mars 2001).

    https://doi.org/10.2208/jscej.2001.673_1

  4. Kimura, Tsutomu / Kusakabe, Osamu / Takemura, Jiro / Saitoh, Kunio (1984): Preparation of a Normally Consolidated Clay Stratum in a Centrifuge. Dans: Soils and Foundations, v. 24, n. 4 (décembre 1984).

    https://doi.org/10.3208/sandf1972.24.4_71

  5. Kimura, Tsutomu / Saitoh, Kunio / Nishihara, Shigeo (1983): The Effect of Reconsolidation on Undrained Strength of Normally Consolidated Cohesive Soils. Dans: Soils and Foundations, v. 23, n. 3 (septembre 1983).

    https://doi.org/10.3208/sandf1972.23.3_27

  6. Kimura, Tsutomu / Saitoh, Kunio (1983): Effect of Disturbance Due to Insertion on Vane Shear Strength of Normally Consolidated Cohesive Soils. Dans: Soils and Foundations, v. 23, n. 2 (juin 1983).

    https://doi.org/10.3208/sandf1972.23.2_113

  7. Kimura, Tsutomu / Saitoh, Kunio (1983): The Influence of Strain Rate on Pore Pressures in Consolidated Undrained Triaxial Tests on Cohesive Soils. Dans: Soils and Foundations, v. 23, n. 1 (mars 1983).

    https://doi.org/10.3208/sandf1972.23.80

  8. Kimura, Tsutomu / Saitoh, Kunio (1982): The Influence of Disturbance Due to Sample Preparation on THE Undrained Strength of Saturated Cohesive Soil. Dans: Soils and Foundations, v. 22, n. 4 (décembre 1982).

    https://doi.org/10.3208/sandf1972.22.4_109

  9. Kimura, Tsutomu / Saitoh, Kunio / Yoshikawa, Hisashige (1982): Centrifuge Model Tests on Screening Effect of Piles Behind A Vertical Wall. Dans: Soils and Foundations, v. 22, n. 3 (septembre 1982).

    https://doi.org/10.3208/sandf1972.22.3_47

  10. Watabe, Yoichi / Saitoh, Kunio (2016): Importance of sedimentation process for formation of microfabric in clay deposit. Dans: Soils and Foundations, v. 56, n. 2 (avril 2016).

    https://doi.org/10.1016/j.sandf.2016.02.017

  11. Watabe, Yoichi / Saitoh, Kunio (2015): Importance of sedimentation process for formation of microfabric in clay deposit. Dans: Soils and Foundations, v. 55, n. 2 (avril 2015).

    https://doi.org/10.1016/j.sandf.2015.02.004

  12. Bradley, Brendon A. / Araki, Kazuhiro / Ishii, Takeshi / Saitoh, Kunio (2013): Effect of lattice-shaped ground improvement geometry on seismic response of liquefiable soil deposits via 3-D seismic effective stress analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 48 (mai 2013).

    https://doi.org/10.1016/j.soildyn.2013.01.027

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