PREDICTION OF THE GROUND BEHAVIOR REINFORCED WITH THE VACUUM CONSOLIDATION METHOD BY TRIAXIAL MODEL TESTS AND FINITE ELEMENT ANALYSIS
スポンサーリンク
概要
- 論文の詳細を見る
In this research, two model tests were carried out for the clarification of the advance of consolidation and the prediction of the ground behavior on Vacuum Consolidation Method (VCM). One is the triaxial consolidation test combined with vacuum pressure, and another is the stage-loading test for the simulation of the fill construction with VCM. As the result, we confirmed that it can predict drainage discharge and pore water pressure of field. Moreover, VCM was expressed by Finite Element analysis, and the validity of modeling was confirmed. From the result of the numerical simulation by FEM, it is shown that it can predict the ground behavior on the fill construction with VCM.
- 社団法人 土木学会の論文
社団法人 土木学会 | 論文
- 寒冷地気温変動下における高減衰ゴム支承材内部温度の応答確認実験及び数値解析
- 橋梁各部材の資産的評価と橋梁健全度指数の解析
- 連続トラス橋の桁端衝突応答解析と緩衝材の効果に関する検討
- 渋滞解消を考慮した渋滞区間判定モデルの構築とファジィ推論の適用
- 人間の知覚に基づく高速道路渋滞の情報提供とその評価に関する研究