Affiliation |
Graduate School of Engineering Science Department of Systems Design Engineering Civil and Environmental Engineering Course |
OGINO Toshihiro
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Research Interests 【 display / non-display 】
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室内試験
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泥炭
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ベンダーエレメント
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地盤工学
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土質工学
Graduating School 【 display / non-display 】
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-1996.03
Hokkaido University Graduated
Graduate School 【 display / non-display 】
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-1999.03
Hokkaido University Doctor's Degree Program Unfinished Course
Campus Career 【 display / non-display 】
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2010.06-Now
Akita University Associate Professor
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2005.04-2010.05
Akita University Lecturer
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1999.04-2005.03
Akita University Research Assistant
Research Areas 【 display / non-display 】
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Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Geotechnical engineering
Research Achievements 【 display / non-display 】
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Mechanism of sampling disturbance for peat ground and its influence on mechanical properties
Yamazoe N.
Soils and Foundations ( Soils and Foundations ) 63 ( 5 ) 101361 - 101361 2023.10 [Refereed]
Research paper (journal) Domestic Co-author
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VIBRATION CHARACTERISTICS OF SELF-MONITORING BENDER ELEMENTS WITH VARIOUS DIMENSIONS AND GEOMETRIES
Toshihiro OGINO, Shinya NISHIO
79 ( 15 ) 2023.01 [Refereed]
Research paper (journal) Single author
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Comparison of prediction performance for S-wave arrival point in bender element test using various machine learning models
MOMIYAMA Shoya, OGINO Toshihiro
Artificial Intelligence and Data Science ( Japan Society of Civil Engineers ) 4 ( 3 ) 60 - 69 2023 [Refereed]
Research paper (journal)
In Bender Element tests, determining the arrival time of the S-wave is often challenging from received waveforms. To improve the accuracy of S-wave arrival time prediction using machine learning as decision support for experimenters, we created three machine learning models based on support vector regression, Gaussian process regression, and neural network. We compared their prediction accuracies. We obtained 7240 artificial received waveforms with true S-wave arrival times from the linear system theory and trained the models using 11-dimensional features reflected from waveforms and test condition. The prediction performance of three models were compared using the errors between predicted arrival times and the values determined by an expert. The comparison revealed characteristics of each model in prediction and that Gaussian process regression model demonstrated the closest approximation to the values determined by the expert.
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Estimation of pore water pressure in aquifers using a time series model based on field observation in landslide site
AIHARA Wataru, OGINO Toshihiro, FUJII Noboru, KURIYAMA Daisuke, OGITA Shigeru
Artificial Intelligence and Data Science ( Japan Society of Civil Engineers ) 4 ( 3 ) 328 - 336 2023 [Refereed]
Research paper (journal)
In this study, a state-space model based on a tank model was constructed, and field observation data obtained from a landslide site in Kobuchi area, Akita Prefecture, from 2018 to May 2022, were fitted. The estimation was conducted for outflow volume from the landslide site and the water levels in five representative boreholes. The estimated results obtained through Markov chain Monte Carlo method fairly captured the behaviors of water levels and outflow volume. Furthermore, based on the estimated water levels of the tanks, the changes in pore water pressure acting on the aquifers of the landslide site were estimated.
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Evaluation of slope soundness using state space models based on expressway inspection data
MARUYAMA Kouki, OGINO Toshihiro, HOSHINO Katsuyuki, MIYAKOSHI Makoto
Artificial Intelligence and Data Science ( Japan Society of Civil Engineers ) 4 ( 3 ) 320 - 327 2023 [Refereed]
Research paper (journal)
In this study, based on number of damaged places and their damage degree data which are obtained from slope inspection of expressway, two time-series models were developed using state space model to estimate soundness index of slopes for each expressway route. The soundness index of slopes was defined as three latent states: occurrence rate of the damaged places, the number of occurred damaged place, and the occurrence probabilities of damage degrees. The developed models were fitted using inspection data from three expressway routes in Akita Prefecture. The estimation of soundness index was performed using the Markov chain Monte Carlo method. Based on the estimation results, a discussion on the temporal variations of these latent states is presented.
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Engineering properties of organic soils and key issues in design and construction
荻野俊寛, 山添誠隆, 西村聡, 林宏親
地盤工学会誌(Web) 70 ( 10 ) 2022
Introduction and explanation (international conference proceedings) Domestic Co-author
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A model for long-term settlement of peat after preloading and its application to the field
山添誠隆, 西村聡, 田中洋行, 荻野俊寛, 林宏親
地盤工学会北海道支部技術報告集(CD-ROM) ( 62 ) 2022
Introduction and explanation (international conference proceedings) Domestic Co-author
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Long-term settlement behavior and analysis of peat after unloading
山添誠隆, 西村聡, 田中洋行, 荻野俊寛
地盤工学研究発表会発表講演集(Web) 56th 2021
Introduction and explanation (international conference proceedings) Domestic Co-author
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Effect of sampling method on physical and mechanical properties of peat samples
山添誠隆, 田中洋行, 荻野俊寛, 西村聡
地盤工学研究発表会発表講演集(Web) 55th 2020
Introduction and explanation (international conference proceedings) Domestic Co-author
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Three-dimensional Motion of Self-monitoring Bender Element Measured by Laser Displacement Sensor
石川光甫, 荻野俊寛, 田口岳志, 西尾伸也
地盤工学研究発表会発表講演集(Web) 55th 2020
Introduction and explanation (international conference proceedings) Domestic Co-author
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Evaluation of Shear Modulus of Reconstituted Highly Organic Soil by Bender Element Test
Toshihiro OGINO, Hiroshi OIKAWA, Toshiyuki MITACHI and Masaru IGARASH
2nd International Conference on Problematic Soils 249 - 254 2006.01 [Refereed]
Research paper (international conference proceedings) Domestic Co-author
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OGINO Toshihiro, YAMAZOE Nobutaka, MITACHI Toshiyuki, HAYASHI Hirochika, TAKAHASHI Takayuki
Japanese Geotechnical Journal ( The Japanese Geotechnical Society ) 12 ( 2 ) 263 - 275 2017
A series of laboratory triaxial tests that simulated fill construction on peaty ground with vacuum consolidation method were performed to examine that optimizing the rate and starting time of the fill loading can control the lateral deformation of the ground. The test results for two different types of peat soils under vacuum pressure, axial stress loading, and both of them revealed the following characteristic deformation behaviors. The lateral strain resulting from the isotropic vacuum pressure loading was significantly smaller than the axial strain because of anisotropy induced by constitution of peat fibers. The lateral strain resulting from the combined loading of the vacuum pressure and axial stress loading is strongly affected by the starting time and, in particular, the rate of the axial stress loading, and therefore can be controlled widely by the loading rate from drawing to inside to swelling to outside. This suggests a possibility of fill loading without lateral deformation on peat ground.
◆Original paper【 display / non-display 】
◆Introduction and explanation【 display / non-display 】
◆International conference proceedings【 display / non-display 】
◆Other【 display / non-display 】
Grant-in-Aid for Scientific Research 【 display / non-display 】
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Development of an extremely high speed unconfined compression apparatus and its application to peat
Grant-in-Aid for Scientific Research(C)
Project Year: 2023.04 - 2026.03
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Grant-in-Aid for Scientific Research(C)
Project Year: 2022.04 - 2025.03
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Grant-in-Aid for Scientific Research(C)
Project Year: 2022.04 - 2025.03
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Study to verify the applicability of in-situ vender element method intended for the embankment
Grant-in-Aid for Scientific Research(C)
Project Year: 2021.04 - 2024.03
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Study to verify the applicability of in-situ vender element method intended for the embankment
Grant-in-Aid for Scientific Research(C)
Project Year: 2021.04 - 2024.03