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Masaki Tsushima

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. Tsushima, Masaki / Mitachi, Toshiyuki / Ishikawa, Go (1995): Undrained Strength Of Highly Organic Soil And Its Suction Measured Before Shear Test. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 523 (septembre 1995).

    https://doi.org/10.2208/jscej.1995.523_91

  2. Tsushima, Masaki / Mitachi, Toshiyuki (1998): METHOD FOR PREDICTING IN-SITU UNDRAINED STRENGTH BASED ON THE SUCTION AND qu VALUE OF HIGHLY ORGANIC SOIL CONSOLIDATED UNDER ANISOTROPIC STRESS CONDITION. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 589 (mars 1998).

    https://doi.org/10.2208/jscej.1998.589_253

  3. Ogino, Toshihiro / Tsushima, Masaki / Mitachi, Toshiyuki (2001): Residual Effective Stress And Unconfined Compressive Strength Of Overconsolidated Highly Organic Soil. 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_195

  4. Ogino, Toshihiro / Oikawa, Hiroshi / Tsushima, Masaki / Mitachi, Toshiyuki (2002): Strength Characteristics Of Highly Organic Soil Obtained By Direct Shear Tests. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 715 (septembre 2002).

    https://doi.org/10.2208/jscej.2002.715_277

  5. Ogino, Toshihiro / Mitachi, Toshiyuki / Tsushima, Masaki / Oikawa, Hiroshi (2003): Evaluation Of Deformation Characteristics Of Soil By Bender Element Test. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (septembre 2003).

    https://doi.org/10.2208/jscej.2003.743_135

  6. Tsushima, Masaki / Mitachi, Toshiyuki / Ogino, Toshihiro (2003): Effect Of Anisotropic Consolidation On Residual Effective Stress And Unconfined Compressive Strength Of Highly Organic Soil. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (septembre 2003).

    https://doi.org/10.2208/jscej.2003.743_235

  7. Tsushima, Masaki / Mitachi, Toshiyuki (1985): Influence of Stress History on Dilatancy Characteristics of Peat. Dans: Soils and Foundations, v. 25, n. 3 (septembre 1985).

    https://doi.org/10.3208/sandf1972.25.3_206

  8. Tsushima, Masaki (1985): Experimental Study on Creep Rupture Characteristics of Peat. Dans: Soils and Foundations, v. 25, n. 1 (mars 1985).

    https://doi.org/10.3208/sandf1972.25.137

  9. Tsushima, Masaki (1984): Experimental Study on Shear Characteristics of Peat. Dans: Soils and Foundations, v. 24, n. 3 (septembre 1984).

    https://doi.org/10.3208/sandf1972.24.3_159

  10. Oikawa, Hiroshi / Tsushima, Masaki (1984): A Simplified Method for Determination of Shear Strength of Peaty Soil by Using Laboratory Shear Test. Dans: Soils and Foundations, v. 24, n. 1 (mars 1984).

    https://doi.org/10.3208/sandf1972.24.173

  11. Tsushima, Masaki / Oikawa, Hiroshi (1982): Shear Strength and Dilatancy of Peat. Dans: Soils and Foundations, v. 22, n. 2 (juin 1982).

    https://doi.org/10.3208/sandf1972.22.2_133

  12. Tsushima, Masaki / Mitachi, Toshiyuki (1991): Correlation between Cone Penetration Resistance and Undrained Shear Strength of Peat. Dans: Soils and Foundations, v. 31, n. 1 (mars 1991).

    https://doi.org/10.3208/sandf1972.31.201

  13. Mitachi, Toshiyuki / Kudoh, Yutaka / Tsushima, Masaki (2001): Estimation of In-Situ Undrained Strength of Soft Soil Deposits by use of Unconfined Compression Test with Suction Measurement. Dans: Soils and Foundations, v. 41, n. 5 (octobre 2001).

    https://doi.org/10.3208/sandf.41.5_61

  14. Ogino, Toshihiro / Mitachi, Toshiyuki / Hooi Chan, Kok / Oikawa, Hiroshi / Tsushima, Masaki (2008): A Method for Received Waveform Reconstruction Based on Bender Element Test Using Frequency-swept Signal. Dans: Soils and Foundations, v. 48, n. 2 (avril 2008).

    https://doi.org/10.3208/sandf.48.287

  15. Ogino, Toshihiro / Mitachi, Toshiyuki / Oikawa, Hiroshi / Takahashi, Takayuki / Tsushima, Masaki (2010): Frequency Response Characteristics of Bender Element Test System Identified by Frequency-Swept Signal Input —Influence on Accuracy of Received Waveform Reconstruction—. Dans: Soils and Foundations, v. 50, n. 5 (octobre 2010).

    https://doi.org/10.3208/sandf.50.737

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