Updated on 2025/03/30

写真a

 
NODA, Toshihiro
 
Organization
Graduate School of Engineering Civil and Environmental Engineering 3 Professor
Graduate School
Graduate School of Environmental Studies
Graduate School of Engineering
Undergraduate School
School of Engineering Architecture
Title
Professor
Contact information
メールアドレス

Degree 1

  1. 博士(工学) ( 1994.3   名古屋大学 ) 

Research Interests 13

  1. Embankment

  2. Soil improvement

  3. Dynamic properties

  4. Earthquake

  5. Finite element method

  6. Numerical analysis

  7. Constitutive equation

  8. Elasto-plasticity

  9. Shear

  10. Consolidation

  11. Soil Mechanics

  12. Earthquake Engineering

  13. Geotechnical Engineering

Research Areas 1

  1. Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Geotechnical engineering  / Geomechanics, Numerical analysis

Current Research Project and SDGs 8

  1. Elucidation of interactive effect in soil-structure system

  2. Reproduction of tectonic landform with faults based on elasto-plastic finite deformation analysis

  3. Development of dynamic/static soil-water coupled finite deformation analysis method

  4. Seismic evaluation and development of countermeasure principle for ground-soil structure system

  5. Elucidation on mechanical behavior of saturated/unsaturated soil and development of constitutive model

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Research History 6

  1. Nagoya University   Faculty of Engineering   Professor

    2021.4

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    Country:Japan

  2. Nagoya University   Disaster mitigation research center   Professor

    2012.1 - 2021.3

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    Country:Japan

  3. Nagoya University   Faculty of Engineering   Professor

    2008.1 - 2011.12

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    Country:Japan

  4. Nagoya University   Faculty of Engineering   Associate Professor

    2007.4 - 2007.12

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    Country:Japan

  5. Nagoya University   Faculty of Engineering   Associate Professor

    1996.10 - 2007.3

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    Country:Japan

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Education 2

  1. Nagoya University   Graduate School, Division of Engineering   Geotechnical and Environmental Engineering

    1989.4 - 1994.3

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    Country: Japan

  2. Nagoya University   Faculty of Engineering

    1985.4 - 1989.3

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    Country: Japan

Professional Memberships 8

  1. 地盤工学会(旧,土質工学会)

  2. 土木学会

  3. 地震工学会

  4. 日本材料学会

  5. 日本地震学会

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Committee Memberships 15

  1. 公益社団法人地盤工学会   業務執行理事(副会長)  

    2024.6   

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    Committee type:Academic society

  2. 公益社団法人地盤工学会   地盤工学ジャーナル編集委員会委員長  

    2021.6 - 2024.5   

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    Committee type:Academic society

  3. 公益社団法人地盤工学会   理事  

    2019.6 - 2021.5   

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    Committee type:Academic society

  4. 公益社団法人地盤工学会中部支部   顧問  

    2019.4   

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    Committee type:Academic society

  5. 名古屋市大規模盛土造成地有識者懇談会   構成員  

    2018.4   

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    Committee type:Municipal

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Awards 14

  1. ICPE Best Research Paper Award

    2024.6   International Press-in Association   Deformation suppression effect of double steel sheet pile method for river levee on soft ground against mega earthquake

    K. Nakai, T. Noda, T. Yoshikawa and T. Takaine

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    Award type:Award from international society, conference, symposium, etc. 

    As there are concerns about the occurrence of a mega earthquake, appropriate earthquake resistance evaluation and seismic countermeasures for river levees are urgent issues. The authors previously investigated the reinforcing effect of steel pipe sheet piles placed at the toe of the embankment on a river levee built on an alternating layer of sand and clay that simulates the typical alluvial plains of Japan. Through the result of seismic response analysis, it was shown that if the sheet pile penetration is shallow to clayey layer, deep slippage that passes through the tip of the sheet pile will occur, so it is necessary to deepen the penetration to the supporting layer. In this paper, we investigated the effectiveness of the double steel pipe sheet pile method in which steel pipe sheet piles connected with tie rods are installed on both shoulders of the slope instead of at the toe of the slope, expecting to reinforce the levee body itself. As a result, it was found that slippage occurring within the clay layer, stretching and subsidence of the embankment were greatly suppressed, and a high restraint effect could be expected against large deformations caused by the soft clay layer.

  2. 令和元年度功労章

    2020.6   地盤工学会  

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    Country:Japan

  3. 平成29年度事業企画賞

    2018.6   地盤工学会   中部支部南海トラフ巨大地震に対する市民のための防災・減災シンポジウム

    地盤工学会中部支部 南海トラフ巨大地震中部地域地盤災害研究委員会 (代表:野田利弘)

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    Award type:Honored in official journal of a scientific society, scientific journal  Country:Japan

  4. Best paper award

    2017.6   The Japanease Geotechnical Society   Study on the pore water pressure dissipation method as a liquefaction countermeasure using soil-water coupled finite deformation analysis equipped with a macro-element method

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    Award type:Honored in official journal of a scientific society, scientific journal  Country:Japan

  5. 平成27年度科研費 審査委員表彰

    2015.10   独立行政法人日本学術振興会  

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    Country:Japan

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Papers 209

  1. Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground Reviewed International journal

    Yamada, E., Noda, T. and Asaoka, A.

    SOILS AND FOUNDATIONS   Vol. 64 ( 5 )   2024.10

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    Language:English   Publishing type:Research paper (scientific journal)   Publisher:Soils and Foundations  

    Ground deformation on the Earth's surface layer is strongly affected by the nonlinearity of geomaterials. However, the formation process of such deformation has yet to be described in a unified manner based on mechanics. The present study focuses on the normal faults in a submarine ground with highly developed soil skeleton structures and attempts to reproduce the process of normal fault formation associated with the tilting of a horizontally deposited submarine ground using an elastoplastic finite element simulation. The simulation was conducted using the soil–water coupled finite deformation analysis code GEOASIA, which incorporates an elastoplastic constitutive equation of the soil skeleton based on the modified Cam-clay model and the soil skeleton structure concept. The key findings are as follows: 1) Normal faults are formed from the ground surface to depth as shear bands, where shear strain is localized while exhibiting softening behavior with plastic volume compression. 2) Multiple normal faults are almost equally spaced and parallel to each other, with the inter-fault blocks rotating backward. The morphology of normal faults formed by the tilting of the ground shows domino-style characteristics. 3) The degree of the soil skeleton structure influences the formation of normal faults. This study demonstrates that elastoplastic geomechanics can explain the formation process of ground deformation, which has usually been interpreted from the perspectives of geomorphology and geology.

    DOI: 10.1016/j.sandf.2024.101475

    Web of Science

    Scopus

  2. Soil-water-air coupled finite deformation analysis considering trapped air and continuous air phases Reviewed International journal

    Yoshikawa, T. and Noda, T.

    SOILS AND FOUNDATIONS   Vol. 64 ( 5 )   2024.10

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    Language:English   Publishing type:Research paper (scientific journal)   Publisher:Soils and Foundations  

    Since the soil–water characteristic model relates the matric suction and the water content, it cannot describe changes in the water content when the suction is zero and constant, i.e., all the pore air is trapped air. To reasonably describe changes in the water content due to air entrapment and the compressibility of trapped air, this paper presents a deformation analysis method based on the mixture theory for a four-phase mixture consisting of the soil skeleton, capillary water, trapped air, and continuous air, in which the pore air phase is divided into trapped air and continuous air phases. Specifically, considering the mass conservation equation and the equation of motion for each phase of trapped air and continuous air, and considering the mass exchange between the trapped air and continuous air phases, governing equations were derived for the initial and boundary value problems of the four-phase mixture in a finite deformation field using a rate-type equation of motion. Two examples are provided to validate the new method. Firstly, experiments and analyses of soil water retention tests were conducted under multiple drying-wetting cycles. A comparison shows that, even if hysteresis is not considered in the relationship between the effective degree of saturation and suction, the new method can successfully describe the gradual decrease in the degree of saturation at a suction of 0 kPa with multiple drying-wetting cycles, indicating that the pore air gradually becomes trapped in the pore water, by modelling the mass exchange between the trapped air and continuous air phases. Secondly, analyses of an unexhausted and undrained triaxial compression test under zero suction were conducted, comparing the new and previous soil–water-air coupling methods. The results show that the new method, unlike the previous method, can successfully simulate the experimental result. This is because the new method is able to describe the compressibility of trapped air as the change in the capillary water degree of saturation, which is a novel state variable defined as the ratio of the volume of capillary water to the total volume of capillary water and trapped air. The new method contributes to the simplification of the soil–water characteristic model and enables evaluations of the soil deformation behavior due to the compressibility of trapped air, such as a countermeasure against liquefaction caused by unsaturation.

    DOI: 10.1016/j.sandf.2024.101480

    Web of Science

    Scopus

  3. Tsunami hazard evaluation of river embankment structures incorporating their vulnerability to seismic strong motion Reviewed International journal

    Imai, K., Nakai, K., Hirai, T., Noda, T., Arai, N., Iwama, S., Iwase, H. and Baba, T

    EARTHQUAKE SPECTRA   Vol. 40 ( 3 ) page: 2008 - 2037   2024.8

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    Language:English   Publishing type:Research paper (scientific journal)   Publisher:Earthquake Spectra  

    Development of coastal areas in Japan for various land uses since the 1960s has contributed to industrial upgrades and improved the efficiency of transportation networks. However, there are concerns about the vulnerability of developments on alluvial plains and reclaimed lands to geological events, like ground subsidence due to liquefaction during large earthquakes. Realistic assessment of earthquake and tsunami hazards and evaluation of possible countermeasures require accurate estimation of the amount of subsidence that can be expected from liquefaction at coastal and riverside sites supporting various structures. In this study, to evaluate the amount a river embankment structure might be expected to settle as a result of strong motion from an assumed Nankai Trough great earthquake, we conducted a numerical simulation using the soil–water coupled finite deformation analysis code GEOASIA. We then investigated the effect of the estimated embankment subsidence on tsunami inundation, which was simulated by using nonlinear shallow-water equations and a grid spacing as fine as 3.3 m. The influence of urban structures on the inundated area was taken into account by using a structure-embedded elevation model (SEM). The results showed that subsidence of river embankments and the collapse of parapet walls on top of them would increase both the depth and area of inundation caused by a tsunami triggered by a Nankai Trough scenario earthquake. Our findings underscore the importance of evaluating not only earthquake resistance but also vulnerability of coastal and riverside structures to strong motion in tsunami hazard analyses. Furthermore, the importance of tsunami inundation analysis using a SEM for predicting the behavior of tsunami flotsam in urban areas was demonstrated.

    DOI: 10.1177/87552930241237815

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  4. Super/sub-loading surface model for constitutive equation of friction Reviewed International journal

    Toyoda, T., Yasuike, R. and Noda, T.

    TRIBOLOGY INTERNATIONAL   Vol. 191   page: 109080   2024.3

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    Language:English   Publishing type:Research paper (scientific journal)   Publisher:Tribology International  

    In this study, an elasto–plastic constitutive model of friction incorporating the superloading surface concept was formulated as an extension of the subloading friction model. The proposed model regards the state in which the static friction coefficient is larger than the kinetic friction coefficient as the “bulkiness” of structure and the smooth transition of friction was expressed by the evolution rule of structure.The positive definiteness of the plastic multiplier, the loading condition, and a condition equation for material parameters were clearly derived. The capability of the proposed model in accordance with the subloading-friction model was confirmed in the stick–slip simulation of a mass-spring system.

    DOI: 10.1016/j.triboint.2023.109080

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  5. Comprehension of Seismic-Induced Groundwater Level Rise in Unsaturated Sandy Layer Based on Soil-Water-Air Coupled Finite Deformation Analysis Reviewed International journal

    Yoshikawa, T. and Noda, T.

    WATER   Vol. 16 ( 3 )   2024.2

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    Language:English   Publishing type:Research paper (scientific journal)   Publisher:Water (Switzerland)  

    Immense liquefaction damage was observed in the 2011 off the Pacific coast of Tohoku Earthquake. It was reported that, in Chiba Prefecture, Japan, the main shock oozed muddy water from the sandy ground and the aftershock which occurred 29 min after the main shock intensified the water spouting; thus, the aftershock expanded the liquefaction damage in the sandy ground. For comprehending such a phenomenon, using a soil–water–air coupled elastoplastic finite deformation analysis code, a rise in groundwater level induced by main shock is demonstrated, which may increase the potential of liquefaction damage during the aftershock. The authors wish to emphasize that these results cannot be obtained without soil–water–air coupled elastoplastic finite deformation analysis. This is because the rise in groundwater level is caused by the negative dilatancy behavior (plastic volume compression) of the saturated soil layer which supplies water to the upper unsaturated soil layer, and it is necessary to precisely calculate the settlement of ground and the amount of water drainage/absorption to investigate the groundwater level rise. This study provides insight into the mechanism of ground liquefaction during a series of earthquakes.

    DOI: 10.3390/w16030452

    Web of Science

    Scopus

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Books 5

  1. Numerical analysis on failure mechanism of unsaturated slope due to rain

    Yoshikawa T., Noda T.( Role: Joint author)

    Smart Geotechnics for Smart Societies  2023.1  ( ISBN:9781003299127

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    Language:Japanese

    Slope failures have occurred frequently due to heavy rains. Causes of the failures are considered as reduction of strength due to rise in pore pressure and increase in the degree of saturation, and increase of self-weight due to water absorption. However, the detailed failure mechanism has not been elucidated. To elucidate the mechanism, this study conducted deformation and failure simulations of unsaturated slopes in rainfall model tests using a soil-water-air coupled elastoplastic finite deformation analysis code considering inertia force. As a result, we succeed in reproducing the deformation-to-failure behavior of the model slope due to rainfall infiltration. The soil element on the slip surface exhibits “softening behavior with plastic volume expansion” above the critical state line in p’ - q skeleton stress space. In addition, we reproduce deformation and failure patterns according to rainfall intensity.

    DOI: 10.1201/9781003299127-153

    Scopus

  2. A model test and 3D coupled analysis of vacuum consolidation method using vacuum well

    Noda T., Takahashi S., Umehara Y., Sugie S., Takaine T.( Role: Joint author)

    Smart Geotechnics for Smart Societies  2023.1  ( ISBN:9781003299127

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    Language:Japanese

    In offshore reclamation works using dredged soil containing soft soil with high water content ratio, consolidation settlement of the ground is the main problem. In the present study, a large scale model test on a vacuum consolidation method using vacuum well, permeable layer and drains, which was developed to promote early consolidation of such reclaimed ground, was analyzed using a three-dimensional soil-water coupled finite deformation analysis code that can accurately describe the large compression of unconsolidated soil. The analysis accurately reproduced the test results, and showed clearly how the negative pressure propagated efficiently and accelerated settlement due to the effect of the underlying permeable layer and vertical drain.

    DOI: 10.1201/9781003299127-79

    Scopus

  3. 河川堤防の調査・検討から維持管理まで(地盤工学・実務シリーズ33.)

    小高猛司,他( Role: Joint author)

    地盤工学会  2020.3  ( ISBN:978-4-88644-932-0

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    Language:Japanese Book type:Scholarly book

  4. 地盤・土構造物のリスクマネジメント 地盤崩壊・液状化のメカニズムとその解析、監視、防災対策

    若松加寿江、他( Role: Joint author)

    ㈱エヌ・ティー・エス  2019.1 

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    Total pages:337   Language:Japanese Book type:Scholarly book

  5. 地盤工学・基礎理論シリーズ3:土の弾塑性構成モデル

    飛田善雄、若井明彦、中野正樹、松島亘志、宮田喜壽、山川優樹、山口栄輝、三村衛、福田文彦、仙頭紀明、早野公敏、小林一三、渦岡亮介、岡安崇史、野田利弘、金子賢治( Role: Joint author)

    社団法人地盤工学会  2009.3 

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    土の力学挙動を表現する土骨格の弾塑性構成式について、過去の研究紹介から最先端の研究について解説を行う。

MISC 5

  1. Elucidation of the embankment failure mechanism in Atami debris flow disaster in July 2021 -Three-phase elastoplastic analysis and water absorption softening test - Invited

    Yoshikawa T., Noda, T., Nakano, M., Kodaka, T., Natsume, S. and Nanba, T.

      Vol. 71 ( 3 ) page: 30 - 40   2023.3

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    Language:Japanese   Publishing type:Article, review, commentary, editorial, etc. (scientific journal)  

  2. 地盤力学における数値解析

    渦岡良介,張 鋒,野田利弘

    計算工学会   Vol. 27 ( 3 ) page: 10 - 11   2022.7

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    Language:Japanese   Publishing type:Meeting report  

  3. Evaluation of mechanical behavior of river levee under combined external force of earthquake and water level by a soil-water-air coupled finite deformation analysis

    Noda, T. and Yoshikawa T.

      Vol. 70 ( 3 ) page: 10 - 13   2022.3

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    Authorship:Lead author   Language:Japanese   Publishing type:Article, review, commentary, editorial, etc. (scientific journal)  

  4. 電柱のドレーン化による液状化対策‐遠心力模型実験と数値解析による地震時返上抑制効果の検証‐

    石丸真・中井健太郎・野田利弘・伊藤広和

    基礎工   Vol. 49 ( 5 ) page: 81 - 84   2021.5

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    Language:Japanese   Publishing type:Rapid communication, short report, research note, etc. (scientific journal)  

  5. An evaluation analysis of impact on periphery due to a compaction measure for liquefiable ground

    Takeuchi, T., Noda, T., Kawamura, S. and Asaoka, A.

      Vol. 69 ( 2 ) page: 10 - 13   2021.2

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    Language:Japanese   Publishing type:Article, review, commentary, editorial, etc. (scientific journal)  

Presentations 251

  1. Performance assessment of soils and structures by numerical analysis Invited International conference

    Noda, T.

    ISSMGE Virtual University  2021.12.1  International Society for Soil Mechanics and Geotechnical Engineering

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    Event date: 2021.12 - 2022.1

    Language:English   Presentation type:Public lecture, seminar, tutorial, course, or other speech  

    New TC103 Course on “Performance assessment of soils and structures by numerical analysis”

  2. Proposal of a super/subloading friction model describing state change of contact surface and the importance of loading criterion with plastic multiplier expressed by displacement rate

    2024.9.3 

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    Event date: 2024.9

    Language:Japanese   Presentation type:Oral presentation (general)  

    Country:Japan  

    In this manuscript, we introduce an elastic-plastic friction model based on the super/subloading surface concept as an extension of the subloading surface friction model by Ozaki and Hashiguchi. In the proposed model, a state in which the static friction coefficient is greater than the kinetic friction coefficient is regarded as a "bulky" state of structure, and the change in the friction coefficient between the static and kinetic frictions at the contact surface is described as the evolution rule of structure. In this paper, the condition imposed on the material constants to ensure the positive definiteness of the denominator of the plastic multiplier has been derived and the importance of the loading criterion based on the numerator of the plastic multiplier represented in terms of the relative displacement rate has been mentioned.

  3. u-w-p formulationに基づく間隙水の浸透を伴って伝わる”圧密波” の一次元伝播解析

    豊田智大、野田利弘、松本雅紀

    第67回理論応用力学講演会  2024.9.3  日本工学会理論応用力学コンソーシアム

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    Event date: 2024.9

    Language:Japanese   Presentation type:Oral presentation (general)  

    Venue:神奈川大学みなとみらいキャンパス   Country:Japan  

  4. The effects of ground permeability and uplift rate on normal faults formation by elastoplastic finite deformation computation

    2024.7.23 

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    Event date: 2024.7

    Language:Japanese   Presentation type:Oral presentation (general)  

    Country:Japan  

  5. Soil-water-air coupled elastoplastic finite deformation simulation of Atami embankment failure considering hydrological survey result

    2024.7.23 

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    Event date: 2024.7

    Language:Japanese   Presentation type:Oral presentation (general)  

    Country:Japan  

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Research Project for Joint Research, Competitive Funding, etc. 8

  1. 傾斜地盤上の盛土の耐震評価に関する研究

    2008.7 - 2009.3

    学内共同研究 

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    傾斜地盤上に建てられた盛土の耐震評価を行うために、原位置で得られた地盤情報および力学試験結果をSYSカムクレイモデルに基づいて考察し、地盤の材料定数と初期値を決定する。その後、GEOASIAを用いて水~土骨格連成動的/静的有限変形解析を実施し、地震時変形挙動を調べるとともに、シートパイルによる補強効果を検証する。さらに、土の種類や状態(密度)、傾斜角度およびシートパイル長を変えたケーススタディを行うことによって、その他様々な地盤における補強対策の必要性や補強効果について検討する事が可能である。

  2. 傾斜地盤上の盛土の地震応答解析

    2007 - 2008.3

    学内共同研究 

  3. 粘性土地盤上の盛土の長期沈下予測に関する研究

    2007 - 2008.3

    学内共同研究 

  4. 地盤の液状化が架設中構造物に及ぼす影響に関する検討業務委託

    2006 - 2007.3

    企業からの受託研究 

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    高速3号南部区間の地質状況については、南陽層に代表される非常に軟弱な地盤が厚く堆積しており、これまでの検討結果では、砂地盤の液状化及び沖積軟弱粘土層の軟化による地盤変動が解析されている。これらのことから、この地層に架設中構造物(ベント)が安定を保つことができるかどうか解析により確認しておく必要がある。本研究では、名古屋大学の所有する有限要素解析プログラムを用いて、軟弱粘土地盤上に設置されたベントの地震時挙動を解析し、ベントの安定性を検討した。

  5. 傾斜地盤上の盛土の被災事例および耐震評価に関する文献調査

    2006 - 2007.2

    企業からの受託研究 

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KAKENHI (Grants-in-Aid for Scientific Research) 19

  1. Reevaluation of the seismic resistance of coastal areas in the event of large-scale serial ocean trench earthquakes, with a consideration of foundation reinforcement technologies

    Grant number:21226012  2009 - 2014.3

    Grant-in-Aid for Scientific Research  Grant-in-Aid for Scientific Research(S)

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    Authorship:Principal investigator 

  2. Reproduction of geomorphological processes in surface soils in compression/extension/strike-slip field based on the latest elasto-plastic geomechanics

    Grant number:23K22856  2022.4 - 2025.3

    Grants-in-Aid for Scientific Research  Grant-in-Aid for Scientific Research (B)

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    Authorship:Principal investigator 

    Grant amount:\17550000 ( Direct Cost: \13500000 、 Indirect Cost:\4050000 )

  3. Development and validation of a damage prediction method for reliquefaction taking into consideration the variation in induced anisotropy during liquefaction

    Grant number:19H02402  2019.4 - 2022.3

    Grants-in-Aid for Scientific Research  Grant-in-Aid for Scientific Research (B)

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    Authorship:Coinvestigator(s) 

  4. Stability evaluation and strengthening measures for saturated / unsaturated earth structures against multi-hazard of large earthquakes and heavy rains

    Grant number:17H01289  2017.4 - 2021.3

    Grants-in-Aid for Scientific Research  Grant-in-Aid for Scientific Research (A)

    Noda Toshihiro

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    Authorship:Principal investigator 

    Grant amount:\44460000 ( Direct Cost: \34200000 、 Indirect Cost:\10260000 )

    Earthquake damage such as the Great East Japan Earthquake and the 2016 Kumamoto Earthquakes, and heavy rain damage such as the Torrential rains of August 2014 and the 2018 Japan floods have occurred one after another. In this research, we have newly developed an analysis code that enables performance evaluation of ground and earth structures against such large earthquakes, heavy rains, and their complex events, and the validation of this analysis code was performed through numerical simulations of mechanical and model experiments. Using this analysis code, we evaluated the performance of ground and earth structures against combined external forces of earthquakes and rainfall, and extracted problems / issues in seismic and water resistance.

  5. The development of double hardening elasto-plastic constitutive model and the systematization of geomaterial mechanics based on the model

    Grant number:16H04408  2016.4 - 2019.3

    Grant-in-Aid for Scientific Research  Grant-in-Aid for Scientific Research(B)

    Nakano Masaki

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    Authorship:Coinvestigator(s) 

    Constitutive models for describing the mechanical behavior of soils have been separated into the models for clayey soils and ones for sandy soils. In this study, to integrate a different kind of constitutive models, a new framework in elasto-plastic theory for soils called “combined elasto-plastic constitutive model” is proposed. This framework allows the SYS Cam-clay model, which can describe the mechanical behavior of naturally deposited clayey soils, and the non-associated Drucker-Prager model, which has mainly simulated the undrained shear behavior of sandy soils, to simultaneously work within a single model.
    We also implemented the developed constitutive model into a soil-water coupled finite deformation code with the inertial term. This code enabled us to simulate ground disasters such as liquefaction and evaluate the effects of several countermeasures against the disasters.

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Social Contribution 12

  1. 防災・減災カレッジ市民防災コース

    Role(s):Lecturer

    愛知防災協働社会推進協議会、あいち・なごや強靱化共創センター  名古屋大学 野依記念学術交流館  2024.11

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    Audience: General

    Type:Certification seminar

    液状化と土砂災害の講義

  2. 防災・減災カレッジ市民防災コース

    Role(s):Lecturer

    愛知防災協働社会推進協議会、あいち・なごや強靱化共創センター  名古屋大学 野依記念学術交流館  2024.7

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    Audience: General

    Type:Certification seminar

    液状化と土砂災害の講義

  3. 防災・減災カレッジ市民防災コース

    Role(s):Lecturer

    愛知防災協働社会推進協議会、あいち・なごや強靱化共創センター  名古屋大学 野依記念学術交流館  2023.11

     More details

    Audience: General

    Type:Certification seminar

    液状化と土砂災害の講義

  4. 防災・減災カレッジ市民防災コース

    Role(s):Lecturer

    愛知防災協働社会推進協議会、あいち・なごや強靱化共創センター  名古屋大学 野依記念学術交流館  2023.7

     More details

    Audience: General

    Type:Certification seminar

    液状化と土砂災害の講義

  5. 防災・減災カレッジ市民防災コース

    Role(s):Lecturer

    愛知防災協働社会推進協議会、あいち・なごや強靱化共創センター  名古屋大学 減災館  2022.10

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    Audience: General

    Type:Certification seminar

    液状化と土砂災害の講義

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Media Coverage 4

  1. チコちゃんと考える南海トラフ巨大地震 昭和東南海地震80年 TV or radio program

    NHK  「明日をまもるナビ」  2025.1

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    Author:Other 

  2. チコちゃんと考える南海トラフ地震~昭和東南海地震から80年~ TV or radio program

    NHK  2024.12

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    Author:Other 

    2025年1月26日放映の東海版

  3. 「シリーズ巨大地震に備える」 TV or radio program

    NHK  「まるっと!」  2024.6

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    Author:Other 

  4. <備える>災とseeing (13) 液状化(三重県桑名市、愛知県愛西市) TV or radio program

    名大減災連携研究センター・CBCテレビ・中日新聞・中部地域づくり協会  2022.4

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    Author:Other