Parametric numerical study on deformation of the Tender Net Foundation subjected to vertical loading
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Parametric numerical study on deformation of the Tender Net Foundation subjected to vertical loading

名称Parametric numerical study on deformation of the Tender Net Foundation subjected to vertical loading
発表日2022年9月20日-23日
学会名11th International Stress Wave Conference
筆者Han Vo Cong, Kinji Takeuchi, Ali Vakilazadsarabi, Tatsunori Matsumoto
論文概要この研究では、様々なタイプのTNF改良地盤の性能を、3次元FEMによる数値解析によって検証し、その結果、格子状改良の深さや浅層改良の厚さが基礎の沈下量に及ぼす影響を推定し、さらに最適な改良地盤の形状の提案を行っています。

In this study, performances of various types of TNF are numerically investigated using the PLAXIS 3D FEM software. Influences of depth of grid-shaped improvement and thickness of shallow improvement on foundation settlements are estimated through the analyses. Furthermore, behaviors of TNFs on original grounds with various stiffness are analyzed for an appropriate design of TNF.
DOI リンクhttp://doi.org/10.5281/zenodo.7142087