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Co-authoring Researcher

Uno Takao
Former Institution /Organization Hiroshima Institute of Technology Faculty of Engineering Department of Civil and Architectural Engineering
地下水学, 自然災害科学, 地盤工学, Ground Water Technology, Natural Disaster Science, Geotechnical Engineering
Hisayoshi Morisugi

環境経済評価, 社会資本論, 公共プロジェクトの評価, 土木計画学, 費用便益分析
Kamiya Kohji
Gifu University Faculty of Engineering Department of Civil Engineering
Groundwater, River dike, Air permeability, Seepage, Void structure, Unsaturated Soil, Geotechnical Engineering

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Article(J-GLOBAL estimation)

Patent(J-GLOBAL estimation)

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J-GLOBAL ID：200901084036753371 Update date: Sep. 12, 2024

Sugii Toshio

スギイトシオ | Sugii Toshio

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Affiliation and department：
Job title： Director

Research field (1)： Geotechnical engineering

Research keywords (11)： Pore size distribution , Aggregated soils , 液状化 , 堤防 , 斜面 , 浸透破壊 , 不飽和土 , slope failure , Levee , Seepage failure , Unsaturated soils

Research theme for competitive and other funds (24)：

2024 - 2027 Development of a new granular filter material using aggregated soil technology
2022 - 2023 地盤粒状材料の間隙径分布は新たな土質力学の扉を開けることができるか
2018 - 2021 Proposal of a overflow river levee based on the internal erosion and surface erosion mechanism
2015 - 2018 堤防の三次元構造と降雨・水位の湿潤履歴が及ぼす堤体の不安定化に関する研究
2013 - 2015 土の毛管圧によるサイフォン効果を利用したソイルポンプの開発

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Papers (35)：

Sugii,T, Endo,R, Mizukoshi, T. Behavior of soil pore structure due to compaction energy and suction. Proc. of the 6th Japan-Korea Joint Workshop on Unsaturated Soils. 2024. 60-67
杉井俊夫. 団粒化技術と植栽の融合によるアーバン・グリーンダムプロジェクト. 都市緑化技術. 2024. 127. 14-15
Toshio SUGII. Structural changes and hydraulic properties depending on water content during soil compaction using a rammer. Japanese Geotechnical Journal. 2024. 19. 2. 197-210
Satoru Ohtsuka, Yutaka Sato, Takahiro Yoshikawa, Toshio Sugii, Takeshi Kodaka, Kenichi Maeda. Levee damage and revetment erosion by the 2019 Typhoon Hagibis in the Chikuma River, Japan. Soils and Foundations. 2021. 61. 4. 1172-1188
Masatoshi MORI, Toshio Sugii. ESTIMATION METHOD OF LOCAL MAXIMUM VERTICAL HYDRAULIC GRADIENT AT THE FOUNDATION OF THE LEVEE. Advances in River Engineering. 2021. 27. 1. 223-228

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MISC (60)：