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Hiroshi Oikawa

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Oikawa, Hiroshi (1989): A METHOD FOR PREDICTING e-logp CURVE AND logcv-logp CURVE OF A SOFT SOIL FROM ITS NATURAL WATER CONTENT. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 412 (Dezember 1989).

    https://doi.org/10.2208/jscej.1989.412_43

  2. Oikawa, Hiroshi / Ishida, Masahiro (1990): An Experimental Study On Rapid Consolidation Test On Highly Organic Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 424 ( 1990).

    https://doi.org/10.2208/jscej.1990.424_161

  3. Oikawa, Hiroshi (1996): Settlement Rates During One-dimensional Consolidation Of Peat. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 554 (Dezember 1996).

    https://doi.org/10.2208/jscej.1996.554_111

  4. Ogino, Toshihiro / Mitachi, Toshiyuki / Shibuya, Satoru / Oikawa, Hiroshi (2001): Deformation And Strength Characteristics Of Cohesive Soil Obtained By Consolidated Constant Volume Direct Shear Test. Measurement Of Elastic Shear Modulus By Bender Elements. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (März 2001).

    https://doi.org/10.2208/jscej.2001.673_15

  5. Oikawa, Hiroshi / Ogino, Toshihiro (2001): Promotion Of Secondary Compression Of Peat By Heating. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (März 2001).

    https://doi.org/10.2208/jscej.2001.673_183

  6. 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

  7. 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

  8. Inagaki, Motohiro / Nagao, Kazuyuki / Oikawa, Hiroshi / Nozu, Mituo (2005): A Method For Predicting An Increase In Shear Strength Of Soft Ground Due To Embankment Construction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 785 ( 2005).

    https://doi.org/10.2208/jscej.2005.785_61

  9. Oikawa, Hiroshi (1987): Compression Curve of Soft Soils. In: Soils and Foundations, v. 27, n. 3 (September 1987).

    https://doi.org/10.3208/sandf1972.27.3_99

  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 (März 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 (Juni 1982).

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

  12. Oikawa, Hiroshi (1981): A Simplified Method of Estimating the Secondary Compression by Using a Hyperbolic Curve Approximation. In: Soils and Foundations, v. 21, n. 3 (September 1981).

    https://doi.org/10.3208/sandf1972.21.3_107

  13. Oikawa, Hiroshi / Miyakawa, Isamu (1980): Undrained Shear Characteristics of Peat. In: Soils and Foundations, v. 20, n. 3 (September 1980).

    https://doi.org/10.3208/sandf1972.20.3_91

  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 (Oktober 2010).

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

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