Toshihiro Ogino 
- (2023): Mechanism of sampling disturbance for peat ground and its influence on mechanical properties. In: Soils and Foundations, v. 63, n. 5 (October 2023).
- (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 (March 2001).
- (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).
- (2001): Promotion Of Secondary Compression Of Peat By Heating. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (March 2001).
- (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).
- (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).
- (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).
- (2021): Correlation between motion of source bender element and feedback signal induced by self-monitoring. In: Soils and Foundations, v. 61, n. 1 (February 2021).
- (2019): Travel time observation using numerical simulation of bender element testing in time and frequency domain. In: Soils and Foundations, v. 59, n. 3 (June 2019).
- (2016): Identification method for travel time based on the time domain technique in bender element tests on sandy and clayey soils. In: Soils and Foundations, v. 56, n. 5 (October 2016).
- (2015): Measurement deviations for shear wave velocity of bender element test using time domain, cross-correlation, and frequency domain approaches. In: Soils and Foundations, v. 55, n. 2 (April 2015).
- (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).
- (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).
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