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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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データサイエンス
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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
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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Estimation of natural water content distribution of peat ground by tensor decomposition and probability distribution considering non-negativity
WATANABE Kenta, OGINO Toshihiro
Artificial Intelligence and Data Science ( Japan Society of Civil Engineers ) 6 ( 3 ) 420 - 426 2025 [Refereed]
Research paper (journal)
<p>Peat is composed of organic and inorganic phases, and the mixing ratio of the two phases greatly affects the mechanical and physical properties of the soil. However, plant remains, a component of the organic phase, are diverse and cause wide variations in the natural water content ratio. In this study, we proposed a method for accurately estimating the two-dimensional spatial distribution of water content in peat soils from the limited natural water content data obtained by ground investigation. For the estimation, a tensor analysis based on CP (Canonical Polyadic) decomposition with a radial basis function and a generalized model with a non-negative probability density function as an error function were used. The results show that the proposed method reproduces the observed data well and can adequately represent the variation in the water content ratio of peat.</p>
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Snowmelt and runoff analysis in landslide areas using a time-series statistical model based on monitoring and meteorological data
AIHARA Wataru, OGINO Toshihiro, FUJII Noboru, KURIYAMA Daisuke, OGITA Shigeru
Artificial Intelligence and Data Science ( Japan Society of Civil Engineers ) 6 ( 3 ) 949 - 956 2025 [Refereed]
Research paper (journal)
<p>In this study, to analyze the hydrological behavior of landslide areas in snowy cold regions, we developed a state-space model by integrating Sugawara's snowmelt analysis model with a groundwater tank model. The target area was the Obuchi district of Ani, Akita Prefecture, and the analysis utilized landslide moni- toring data from June 2018 to May 2022, along with meteorological data from the Ani AMeDAS station. The integrated model enabled the estimation of daily snowmelt-equivalent rainfall, taking into account both snowfall and snowmelt, which was then input into the groundwater tank model to analyze the time series of runoff and groundwater storage. Model parameters were estimated using Bayesian inference with the Markov Chain Monte Carlo (MCMC) method.</p><p>As a result of verifying the consistency of the estimated values, the variations in snow depth and runoff during the snowfall and snowmelt periods were generally reproduced, indicating successful modeling of hydrological processes in snowy cold regions. The mean squared error between the observed and estimated (median) values was 10.4 cm for snow depth and 203 m<sup>3</sup>/s for runoff.</p>
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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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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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Prediction of S-wave arrival point for bender element tests using deep learning techniques with high-dimensional features in frequency domain
KUWAKI Yuto, OGINO Toshihiro
Artificial Intelligence and Data Science ( Japan Society of Civil Engineers ) 5 ( 3 ) 132 - 141 2024.11 [Refereed]
The bender element (BE) method is a low-cost, nondestructive method for determining the shear modulus of soils. Therefore, methods have been proposed to determine the arrival point of S-waves, which is often difficult in the BE method, but there is no general-purpose method for all types of soils and test conditions. In this report, a deep learning model using high-dimensional features in the frequency domain was developed and validated for general-purpose and highly accurate S-wave arrival point prediction. The model was trained using 4/5 of tens of thousands of artificial waveforms, and a model with high validation accuracy was created for the remaining 1/5 of the artificial waveforms. The best prediction error for the 173 experimental data used to test the model was 11.88%, indicating a certain level of significance of the high-dimen-sional features. On the other hand, the prediction accuracy was lower than that of Momiama and Ogino's previous model, again demonstrating the usefulness of the low-dimensional features.
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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