Soil-structure interaction problems of the pole foundation using precast concrete
Project/Area Number |
20760318
|
Research Category |
Grant-in-Aid for Young Scientists (B)
|
Allocation Type | Single-year Grants |
Research Field |
Geotechnical engineering
|
Research Institution | Matsue National College of Technology |
Principal Investigator |
SHIBATA Toshifumi Matsue National College of Technology, 環境・建設工学科, 准教授 (30342546)
|
Project Period (FY) |
2008 – 2010
|
Project Status |
Completed (Fiscal Year 2010)
|
Budget Amount *help |
¥2,340,000 (Direct Cost: ¥1,800,000、Indirect Cost: ¥540,000)
Fiscal Year 2010: ¥390,000 (Direct Cost: ¥300,000、Indirect Cost: ¥90,000)
Fiscal Year 2009: ¥520,000 (Direct Cost: ¥400,000、Indirect Cost: ¥120,000)
Fiscal Year 2008: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
|
Keywords | プレキャストコンクリート / ポール基礎 / EFG / 地盤-構造相関問題 |
Research Abstract |
In this study, a pole with precast concrete parts is adopted. The mechanical behavior of the pole and the soil has not been clarified because of the uneven shape of the pole foundation. This study aims at clarifying the characteristic of the earth pressure under horizontal and torsional load. Moreover, Element-free Galerkin method with stabilization term is presented for the analysis of the pole foundation. In order to validate the method, some numerical results are given.
|
Report
(4 results)
Research Products
(25 results)