Tsukamoto Yoshimichi 塚本良道

… Alternative Names

塚本良道ツカモトヨシミチ

TSUKAMOTO Yoshimichi 塚本良道

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Researcher Number	50253505
Other IDs
Affiliation (Current)	2025: 東京理科大学, 創域理工学部社会基盤工学科, 教授
Affiliation (based on the past Project Information) *help	2023: 東京理科大学, 創域理工学部社会基盤工学科, 教授 2017 – 2019: 東京理科大学, 理工学部土木工学科, 教授 2013: 東京理科大学, 理工学部土木工学科, 教授 2012 – 2013: 東京理科大学, 理工学部, 教授 2011: 東京理科大学, 理工学部, 准教授 … More 2010: 東京理科大学, 理工学部・土木工学科, 准授 2008 – 2010: 東京理科大学, 理工学部・土木工学科, 准教授 2007: Tokyo University of Science, Depertment of Civil Engineering, Associated Professor 2003 – 2006: 東京理科大学, 理工学部, 助教授 2000 – 2002: 東京理科大学, 理工学部, 講師 1996 – 1997: 東京理科大学, 理工学部, 助手 Less
Review Section/Research Field	Principal Investigator Geotechnical engineering / Geotechnical engineering / Basic Section 22030:Geotechnical engineering-related Except Principal Investigator Geotechnical engineering / Geotechnical engineering
Keywords	Principal Investigator 液状化 / 砂質土 / 液状化対策 / 室内三軸試験 / Residual strength / 残留強度 / 弾性波伝播速度 / 盛土地盤 / 内部浸食 / 浸透 … More / 細粒分 / セメント / 地盤改良 / 改良体形状 / 浸透促進 / 地盤の細粒分 / 微粒子セメント浸透 / 1地盤改良 / 浸透固化 / Simple analysis / Laboratory tests / Degree of saturation / Run-out distance / Slone failure / 地すべり崩壊 / 地震 / 簡易解析 / 室内試験 / 飽和状態 / 流出距離 / 地すべり / Shear / Consolidation / Volume contraction / Granular materials / Frictional restraint / Laboratory triaxial test / Ultra sonic wave excitation / 粘性土 / せん断 / 圧密 / 体積収縮 / 粒状砂 / 端面摩擦 / 超音波振動 / Flow characteristics / Soil liquefaction / Coefficients of pore water pressure / Elastic wave velocities / Sandy soil / Partial saturation / 繰返し三軸試験 / 弾性波速度 / 液状化強度 / 不飽和 / 流動特性 / 間隙水圧係数 / 不完全飽和 / 繰り返し強度 / 繰返し強度 / 薬液注入固化 / 異方性 / 主応力方向 / 非排水せん断 / 飽和砂 … More Except Principal Investigator 三軸圧縮試験 / Triaxial compression test / 模型実験 / three component model / aging effect / creep / viscosity / gravel / clay / geomaterials / 粒状体 / 弾性 / 塑性 / 年代効果 / 三要素モデル / クリープ / 粘性 / 砂礫 / 粘性土 / 地盤材料 / Crushed concrete / Numerical analysis / model test / Tensile test / Creep deformation / Geosynthetic reinforcement / Reinforced soil structure / 補強士構造物 / 変形シミュレーション / 非線形三要素モデル / プレストレス / プレロード / 既設構造物の耐震補強 / 土構造物の耐震性 / 設計強度 / 有限要素解析 / コンクリート廃材 / リサイクル土 / 耐震補強 / ジオテキスタイル / 再生盛土材料 / 残留変形 / 即時変形 / 設計法 / 耐震 / ジオシンセティックス / 補強土工法 / 破砕コンクリート / 数値解析 / 引張り試験 / クリープ変形特性 / ジオテキスタル補強材 / 補強土構造物 / CYCLIC TRIAXIAL TEST / LIQUEFACTION / EARTHQUAKE MOTION / CYCLIC STRENGTH OF SOILS / 三軸くり返し試験 / 液状化 / 地震動 / 土の動的強度 / セメント改良土 / 盛土施工管理 / 締固めエネルギー / 盛土締固め管理 / 締固め度 / 締固め特性 / 最適飽和度 / 最適含水比 / 最大乾燥密度 / 透水係数 / 変形・強度特性 / 盛土 / 盛土の主働崩壊 / 盛土の受働土圧 / 橋桁の温度伸縮 / 振動台実験 / 地震時安定性 / ジオシンセティックス補強盛土 / 新形式一体橋梁 Less

Development of liquefaction risk assessment and countermeasure for reclaimed fills subjected to internal erosionPrincipal Investigator
- Principal Investigator
  
  塚本良道
- Project Period (FY)
  2023 – 2025
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Review Section
  
  Basic Section 22030:Geotechnical engineering-related
- Research Institution
  Tokyo University of Science
Development of permeation grouting using ultra microfine cement for liquefaction mitigationPrincipal Investigator
- Principal Investigator
  
  Tsukamoto Yoshimichi
- Project Period (FY)
  2017 – 2019
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
A drastic improvement of strength and stiffness of compacted soil by high compaction and its consideration in design and compaction control
- Principal Investigator
  
  TATSUOKA Fumio
- Project Period (FY)
  2011 – 2013
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
Highly seismic-resistant new type bridge taking advantage ofgeosynthetic-reinoforced soil
- Principal Investigator
  
  TATSUOKA Fumio
- Project Period (FY)
  2008 – 2010
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
Overall understanding of the factors for inelastic behaviour of geomaterial and their interactions
- Principal Investigator
  
  TATSUOKA Fumio
- Project Period (FY)
  2006 – 2007
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
Estimation of run-out distances of slope failures during earthquakes considering effects of rainfallPrincipal Investigator
- Principal Investigator
  
  TSUKAMOTO Yoshimichi
- Project Period (FY)
  2006 – 2007
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
間隙をゲル状物質で満たされた砂質土の間隙圧発生およびせん断変形強度特性Principal Investigator
- Principal Investigator
  
  塚本良道
- Project Period (FY)
  2003 – 2004
- Research Category
  
  Grant-in-Aid for Young Scientists (B)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
Development of the method for reducing the frictional restraint at the upper and lower ends of soil specimens by means of torsional ultra sonic wave excitationPrincipal Investigator
- Principal Investigator
  
  TSUKAMOTO Yoshimichi
- Project Period (FY)
  2001 – 2002
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
Seismic reinforcing of existing soil structures and advanced application of soil reinforcing technology to construction of highly aseismic environment-friendly soil structures
- Principal Investigator
  
  TATSUOKA Fumio
- Project Period (FY)
  2001 – 2005
- Research Category
  
  Grant-in-Aid for Scientific Research (S)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
  The University of Tokyo
Liquefaction resistance of partly saturated sand located immediately beneath groundwater levelsPrincipal Investigator
- Principal Investigator
  
  TSUKAMOTO Yoshimichi, 石原研而
- Project Period (FY)
  2000 – 2001
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
地震ランダム波入力に対する飽和砂の非排水せん断変形・強度特性に関する実験的研究Principal Investigator
- Principal Investigator
  
  塚本良道
- Project Period (FY)
  1996
- Research Category
  
  Grant-in-Aid for Encouragement of Young Scientists (A)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science
LIQUEFACTION STRENGTH CHARACTERISTICS OF GARAVEL-CONTAINING SANDY SOILS UNDER LOWER NUMBERS OF CYCLES AND ELEVATED CONFINING PRESSURE
- Principal Investigator
  
  ISHIHARA Kenji
- Project Period (FY)
  1996 – 1997
- Research Category
  
  Grant-in-Aid for Scientific Research (A)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tokyo University of Science

All 2023 2019 2018 2017 2007 2006 2004 Other

All Journal Article Presentation

[Journal Article] Examining strength characteristics of improved soil by permeation grouting of ultra microfine cement for soil liquefaction countermeasure2019
- Author(s)
  Hashimoto, K., Hyodo, T., Tsukamoto, Y. and Arai, Y.
- Journal Title
  
  Proceedings of International Conference on Earthquake Geotechnical Engineering
  
  Volume: 印刷中
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17K06563
[Journal Article] Run-out distances of landslides of reclaimed soil deposits at the residential hill in 2004 Niigata-ken Chuetsu Earthquake2006
- Author(s)
  Tsukamoto, Y., Ishihara, K., Kobari, Y
- Journal Title
  
  Proceedings of 2nd Japan - Taiwan Joint Workshop, Nagaoka Niigata, Japan
- Description
  「研究成果報告書概要(欧文)」より
- Data Source
  KAKENHI-PROJECT-18560491
[Journal Article] Evaluation of run-out distances of slope failures during 2004 Niigata-ken Chuetsu Earthquake2006
- Author(s)
  Tsukamoto, Y., Ishihaza, K., Kobari, Y.
- Journal Title
  
  Soils and Foundations, Special Issue on Geotechnical Disasters in 2004and2005 46
  
  Pages: 713-725
- NAID
  110007327157
- Description
  「研究成果報告書概要(和文)」より
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18560491
[Journal Article] Run-out distances of Iandslides of reclaimed soil deposits at the residential hill in 2004 niigata-ken Chuetsu Earthquake2006
- Author(s)
  Tsukamoto, Y., Ishihara, K., Kobazi, Y.
- Journal Title
  
  Proceedings of 2nd Japan-Taiwan Joint Workshop, Nagaoka Niigata, Japan, May18-20
  
  Pages: 56-61
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-18560491
[Journal Article] Evaluation of run-out distances of slope failures during 2004 Niigata-ken Chuetsu Earthquake2006
- Author(s)
  Tsukamoto, Y., Ishihara, K., Kobari, Y
- Journal Title
  
  Soils and Foundations, Special Issue on Geotechnical Disasters in 2004 and 2005, Technical Report Vol. 46, No. 6
  
  Pages: 713-725
- NAID
  110007327157
- Description
  「研究成果報告書概要(欧文)」より
- Data Source
  KAKENHI-PROJECT-18560491
[Journal Article] Evaluation of run-out distances of slope failures during 2004 Niigata-ken Chuetsu Earthquake2006
- Author(s)
  塚本良道, 石原研而, 小張泰英
- Journal Title
  
  Soils and Foundations, Special Issue on Geotechnical Disasters in 2004 and 2005 Vol.46, No.6,
  
  Pages: 713-725
- NAID
  110007327157
- Data Source
  KAKENHI-PROJECT-18560491
[Journal Article] 浸透注入により固化された砂の液状化強度と波動伝播特性2004
- Author(s)
  榎本忠夫, 吉田晃, 石原研而, 塚本良道, 梅田敬太郎
- Journal Title
  
  土木学会第59回年次学術講演会
- Data Source
  KAKENHI-PROJECT-15760365
[Presentation] 地盤内埋設物に着目したシルト砂の浸透・浸食現象に関する室内模型実験2023
- Author(s)
  澁谷英資・塚本良道・金本涼太・清水直樹
- Organizer
  第58回地盤工学研究発表会
- Data Source
  KAKENHI-PROJECT-23K04031
[Presentation] シルト砂の液状化強度に及ぼす浸透・浸食現象の影響2023
- Author(s)
  金本涼太・塚本良道・飯島雅之
- Organizer
  第58回地盤工学研究発表会
- Data Source
  KAKENHI-PROJECT-23K04031
[Presentation] 浸透・侵食履歴中の通水条件が液状化抵抗に及ぼす影響2023
- Author(s)
  金本涼太・塚本良道・石丸太一・澁谷英資
- Organizer
  第20回地盤工学会関東支部発表会
- Data Source
  KAKENHI-PROJECT-23K04031
[Presentation] 地盤内構造物が浸透・浸食現象に及ぼす影響の検討2023
- Author(s)
  澁谷英資・塚本良道・石丸太一・金本涼太
- Organizer
  第20回地盤工学会関東支部発表会
- Data Source
  KAKENHI-PROJECT-23K04031
[Presentation] 細粒分を多く含む砂質地盤の室内三次元浸透固化実験2019
- Author(s)
  王サイ・野田翔兵・塚本良道
- Organizer
  地盤工学会関東支部発表会講演集
- Data Source
  KAKENHI-PROJECT-17K06563
[Presentation] 極超微粒子セメント注入材の浸透促進効果の検討2018
- Author(s)
  橋本和佳、王維弘、塚本良道、兵動太一、荒井靖仁、木内浩二
- Organizer
  第53回地盤工学研究発表会
- Data Source
  KAKENHI-PROJECT-17K06563
[Presentation] 室内三次元注入試験における極超微粒子セメント注入材の浸透性2018
- Author(s)
  王維弘、橋本和佳、兵動太一、塚本良道
- Organizer
  第53回地盤工学研究発表会
- Data Source
  KAKENHI-PROJECT-17K06563
[Presentation] 高水セメント比の極超微粒子セメント注入材を用いた室内浸透試験2017
- Author(s)
  王維弘・橋本和佳・塚本良道・兵動太一・梶原沢・宇田川幹
- Organizer
  第52回地盤工学研究発表会
- Data Source
  KAKENHI-PROJECT-17K06563
[Presentation] Building up design basis for permeation grouting using ultra microfine cement to locally countermeasure against soil liquefaction2017
- Author(s)
  Hashimoto, K., Wang, W., Hyodo, T., Tsukamoto, Y., Nishihara, S., Oji, S., Nishie, S.,Seko, I.
- Organizer
  Proceedings of International Conference on Performance-based Design in Earthquake Geotechnical Engineering, Vancouver, July 16 to 20, 2017
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17K06563
[Presentation] 液状化対策のための極超微粒子セメントを用いた浸透固化工法における固化特性について2017
- Author(s)
  橋本和佳・西原聡・王寺秀介・西江俊作・王維弘・塚本良道・兵動太一・金沢智彦
- Organizer
  第52回地盤工学研究発表会
- Data Source
  KAKENHI-PROJECT-17K06563
[Presentation] 一面せん断試験を用いた地震による地すべり崩壊砂質土の残留強度2007
- Author(s)
  上村宏允・小張泰英・小野諒子・塚本良道・龍岡文夫・平川大貴
- Organizer
  第42回地盤工学会研究発表会
- Place of Presentation
  名古屋
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-18560491
[Presentation] Residual strength of soils subjected to slope failures during earthquakes under direct shear tests
- Author(s)
  Uemura, K., Kobari, Y., Ono, R., Tsukamoto, Y., Tatsuoka, F., Hirakawa, D
- Organizer
  42nd Annual conference of Japanese Geotechnical Society
- Place of Presentation
  Nagoya
- Description
  「研究成果報告書概要(欧文)」より
- Data Source
  KAKENHI-PROJECT-18560491

1. TATSUOKA Fumio (70111565)

# of Collaborated Projects: 5 results

# of Collaborated Products: 2 results
2. ISHIHARA Kenji (10010662)

# of Collaborated Projects: 3 results

# of Collaborated Products: 0 results
3. HIRAKAWA Daiki (40372990)

# of Collaborated Projects: 3 results

# of Collaborated Products: 2 results
4. MORICHI Shigaaki (50013173)

# of Collaborated Projects: 2 results

# of Collaborated Products: 0 results
5. TOUHEI Terumi (50246691)

# of Collaborated Projects: 2 results

# of Collaborated Products: 0 results
6. NAKAZAWA Hiroshi (20328561)

# of Collaborated Projects: 2 results

# of Collaborated Products: 0 results
7. KUWANO Jiro (30178149)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
8. YOSHIMINE Mitsutoshi (80251338)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
9. TOWHATA Ikuo (20155500)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
10. KOSEKI Junichi (30272511)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
11. UCHIMURA Taro (60292885)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
12. TANAKA Tadatsugu (70167500)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
13. 清田隆 (70431814)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
14. 川辺翔平 (30609384)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
15. 野田翔兵 (30749289)

# of Collaborated Projects: 1 results

# of Collaborated Products: 1 results
16. 兵動太一 (80749078)

# of Collaborated Projects: 1 results

# of Collaborated Products: 6 results
17. HUANG Yongnan

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results

Tsukamoto Yoshimichi 塚本 良道

塚本 良道 ツカモト ヨシミチ

TSUKAMOTO Yoshimichi 塚本 良道

Research Projects

Research Products

Co-Researchers

Development of liquefaction risk assessment and countermeasure for reclaimed fills subjected to internal erosionPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Review Section

Research Institution

Development of permeation grouting using ultra microfine cement for liquefaction mitigationPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

A drastic improvement of strength and stiffness of compacted soil by high compaction and its consideration in design and compaction control

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

Highly seismic-resistant new type bridge taking advantage ofgeosynthetic-reinoforced soil

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

Overall understanding of the factors for inelastic behaviour of geomaterial and their interactions

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

Estimation of run-out distances of slope failures during earthquakes considering effects of rainfallPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

間隙をゲル状物質で満たされた砂質土の間隙圧発生およびせん断変形強度特性Principal Investigator

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

Development of the method for reducing the frictional restraint at the upper and lower ends of soil specimens by means of torsional ultra sonic wave excitationPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

Seismic reinforcing of existing soil structures and advanced application of soil reinforcing technology to construction of highly aseismic environment-friendly soil structures

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

Liquefaction resistance of partly saturated sand located immediately beneath groundwater levelsPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

地震ランダム波入力に対する飽和砂の非排水せん断変形・強度特性に関する実験的研究Principal Investigator

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

LIQUEFACTION STRENGTH CHARACTERISTICS OF GARAVEL-CONTAINING SANDY SOILS UNDER LOWER NUMBERS OF CYCLES AND ELEVATED CONFINING PRESSURE

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

[Journal Article] Examining strength characteristics of improved soil by permeation grouting of ultra microfine cement for soil liquefaction countermeasure2019

Author(s)

Tsukamoto Yoshimichi 塚本良道

塚本良道ツカモトヨシミチ

TSUKAMOTO Yoshimichi 塚本良道