研究 Research
桑野研究室では、土や地盤の挙動を、詳細な実験・観察により調べています。個別要素法を用いた、数値解析手法にも取り組んでいます。
Ground and soil behaviour is investigated through advanced laboratory experiments and discrete element method (DEM) simulations.
「材料特性に関する基礎的研究」「機能保全に関する研究」「萌芽的研究」を研究の三本柱としています。
We have three pillars for our research, “Mechanical properties of geomaterials”, “Maintenance and sustainability of ground and earth structures” and “Challenging topics”.
2022 全ポスター / All Posters
クリックして開く(100MB弱)
Click and open(around 100MB)
Click and open(around 100MB)
過去の研究プロジェクト
Previous research projects
微生物機能により固化した砂質土の潜在的修復性に関する検討
Study on Healing Capability of
Bio-Cemented Sandy Soil
Study on Healing Capability of
Bio-Cemented Sandy Soil
液状化対策としての微生物を利用した細粒分混じり砂の固化
Microbial Precipitation of Calcium Carbonate for Liquefaction Mitigation of Sand with Fines
Microbial Precipitation of Calcium Carbonate for Liquefaction Mitigation of Sand with Fines
液状化地盤の噴砂と砂脈
Sand Boiling and Erupted Sand
From the Liquefied Ground
Sand Boiling and Erupted Sand
From the Liquefied Ground
液状化地盤の路面下空洞
Subsurface Cavities
in The Liquefied Ground
Subsurface Cavities
in The Liquefied Ground
メタンハイドレート採掘における出砂現象に関する基礎的研究
Basic Research on Fine Particle Erosion
in Mining of Methane Hydrate
Basic Research on Fine Particle Erosion
in Mining of Methane Hydrate
非開削更新による二層構造管の挙動研究
Behavior of Buried Double-Layered Pipe by Trenchless Renewal
Behavior of Buried Double-Layered Pipe by Trenchless Renewal
地盤内に閉塞された間隙空気圧による地盤の局所破壊
Local Failure Due to Entrapped Air
Between Dl Clay and Silica Sand No.8
Local Failure Due to Entrapped Air
Between Dl Clay and Silica Sand No.8
漆喰の物理・力学特性における土質力学的解釈
Physical and Mechanical Properties of Plaster
-Soil Mechanics Perspective –
Physical and Mechanical Properties of Plaster
-Soil Mechanics Perspective –