| Project/Area Number |
11555130
|
|---|
| Research Category |
Grant-in-Aid for Scientific Research (B)
|
| Allocation Type | Single-year Grants |
|---|
| Section | 展開研究 |
|---|
| Research Field |
Geotechnical engineering
|
|---|
| Research Institution | Kyushu University |
|---|
Principal Investigator |
ZEN Kouki Kyushu University, Faculty of Engineering, Professor, 大学院・工学研究院, 教授 (50304754)
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
TAKAHASHI Sigeo Port and Airport Research Institute, 砕波研究室長
JINNO Kenji Kyushu University, Faculty of Engineering, Professor Chef Researcher, 大学院・工学研究院, 教授 (80038025)
OCHIAI Hidetoshi Kyushu University, Faculty of Engineering, Professor, 大学院・工学研究院, 教授 (00039679)
YASUFUKU Noriyuki Kyushu University, Faculty of Engineering, Professor, 大学院・工学研究院, 助教授 (20166523)
TORIIHARA Makoto Obayashi Construction Company Research Laboratory, Chef. Researcher, 主任研究員
|
|---|
| Project Period (FY) |
1999 – 2001
|
| Project Status |
Completed (Fiscal Year 2001)
|
| Budget Amount *help |
¥7,300,000 (Direct Cost: ¥7,300,000)
Fiscal Year 2001: ¥2,100,000 (Direct Cost: ¥2,100,000)
Fiscal Year 2000: ¥3,100,000 (Direct Cost: ¥3,100,000)
Fiscal Year 1999: ¥2,100,000 (Direct Cost: ¥2,100,000)
|
|---|
| Keywords | Suction Foundation / Hollow Foundation / Bearing Capacity / Model experiment / Finite Element Method / Suction / Ocean Foundation / Deformation Analysis / サクション力 / 有限要素法解析 / サクッション力 / 支持力 / 浸透解析 |
|---|
| Research Abstract |
The summary of this study is as follows :
(1) Research on related literature and other references
In 10 existing suction caisson foundations in the world, the majority of them are found installed for oil excavation projects at the North Sea. Including three installations in Japan the current applications of suction caisson foundation are investigated and understood.
(2) Theological explication and validation in loading suction caisson foundation on seabed
Suction foundation is installed on seabed by using the pressure difference (this negative pressure is called 'suction') created inside and outside of its body when pumping out the seawater from its upturned tea cup-shaped caisson. In this study, a method to decide the amount of suction and drainage (capacity of the pump) is theologically explicated and verified.
(3) Clarification of the support power after loading and displacement structure
Although sharing some similarity with the numeric caisson, suction foundation doesn't have the bottom part. Instead, the soil penetrated inside of the caisson acts as a bottom for this foundation.
Therefore, it can be assumed that the deformation of soil in the inside of suction caisson_has the influence on support power and displacement in this foundation. The formula of support power for open bottom caisson foundation has not been established.
This study attempted to clarify these problems by model tests, finite element analysis, and logical observations.
|
