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Masaki Tsushima

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. Tsushima, Masaki / Mitachi, Toshiyuki / Ishikawa, Go (1995): Undrained Strength Of Highly Organic Soil And Its Suction Measured Before Shear Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 523 (September 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. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 589 (March 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. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (March 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. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 715 (September 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. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (September 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. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (September 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. In: Soils and Foundations, v. 25, n. 3 (September 1985).

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

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

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

  9. Tsushima, Masaki (1984): Experimental Study on Shear Characteristics of Peat. In: Soils and Foundations, v. 24, n. 3 (September 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. In: Soils and Foundations, v. 24, n. 1 (March 1984).

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

  11. Tsushima, Masaki / Oikawa, Hiroshi (1982): Shear Strength and Dilatancy of Peat. In: Soils and Foundations, v. 22, n. 2 (June 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. In: Soils and Foundations, v. 31, n. 1 (March 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. In: Soils and Foundations, v. 41, n. 5 (October 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. In: Soils and Foundations, v. 48, n. 2 (April 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—. In: Soils and Foundations, v. 50, n. 5 (October 2010).

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

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