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Toshihiro Ogino ORCID

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. Yamazoe, Nobutaka / Tanaka, Hiroyuki / Ogino, Toshihiro / Nishimura, Satoshi (2023): Mechanism of sampling disturbance for peat ground and its influence on mechanical properties. Dans: Soils and Foundations, v. 63, n. 5 (octobre 2023).

    https://doi.org/10.1016/j.sandf.2023.101361

  2. 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. 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_15

  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. Oikawa, Hiroshi / Ogino, Toshihiro (2001): Promotion Of Secondary Compression Of Peat By Heating. 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_183

  5. 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

  6. 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

  7. 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

  8. Ogino, Toshihiro (2021): Correlation between motion of source bender element and feedback signal induced by self-monitoring. Dans: Soils and Foundations, v. 61, n. 1 (février 2021).

    https://doi.org/10.1016/j.sandf.2020.11.008

  9. Ogino, Toshihiro (2019): Travel time observation using numerical simulation of bender element testing in time and frequency domain. Dans: Soils and Foundations, v. 59, n. 3 (juin 2019).

    https://doi.org/10.1016/j.sandf.2019.01.001

  10. Kawaguchi, Takayuki / Ogino, Toshihiro / Yamashita, Satoshi / Kawajiri, Shunzo (2016): Identification method for travel time based on the time domain technique in bender element tests on sandy and clayey soils. Dans: Soils and Foundations, v. 56, n. 5 (octobre 2016).

    https://doi.org/10.1016/j.sandf.2016.08.017

  11. Ogino, Toshihiro / Kawaguchi, Takayuki / Yamashita, Satoshi / Kawajiri, Shunzo (2015): Measurement deviations for shear wave velocity of bender element test using time domain, cross-correlation, and frequency domain approaches. Dans: Soils and Foundations, v. 55, n. 2 (avril 2015).

    https://doi.org/10.1016/j.sandf.2015.02.009

  12. 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

  13. 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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