Development of the New Base Friction Model Testing Apparatus for Stability Analysis of Underground Openings and Large Scale Slopes
| Project/Area Number |
63850138
|
|---|
| Research Category |
Grant-in-Aid for Developmental Scientific Research (B).
|
| Allocation Type | Single-year Grants |
|---|
| Research Field |
資源開発工学
|
|---|
| Research Institution | Kyushu University |
|---|
Principal Investigator |
ESAKI Tetsuro Kyushu Univ., Faculty of Eng., Professor, 工学部, 教授 (40038609)
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
KIMURA Tsuyoshi National Institute for Environmental Studies, Chief Researcher, 水土壌圏環境部, 主任研究員 (30161566)
|
|---|
| Project Period (FY) |
1988 – 1990
|
| Project Status |
Completed (Fiscal Year 1990)
|
| Budget Amount *help |
¥16,800,000 (Direct Cost: ¥16,800,000)
Fiscal Year 1990: ¥1,400,000 (Direct Cost: ¥1,400,000)
Fiscal Year 1989: ¥6,400,000 (Direct Cost: ¥6,400,000)
Fiscal Year 1988: ¥9,000,000 (Direct Cost: ¥9,000,000)
|
|---|
| Keywords | Scale Model Test / Rock Mass / Underground Utilization / Underground Opening / Rock Slope / Soft Rock / Image Analyzing / 地下空間 / 斜面安定 / 大深度地下 / 地下利用 |
|---|
| Research Abstract |
This study has carried out a trial production of the new base friction apparatus for underground utilization at a depth, though current base friction apparatus has been limited for fitting within shallow depth, and some model tests by using it.
In the newly developed base friction apparatus, friction force on the plate and external forces by jacks and rubber bags in vertical and horizontal directions, respectively, are simultaneously applied to produce a high stress field. This development of the new base friction apparatus enables a quantitative research of the deep underground. The picture analyzing system for model test has also developed. Record of experimental result is done optically with a camera and a video floppy recording system with a high accuracy.
Nextly, the experimental results of the scale model tests on underground opening and slope consisting of homogeneous and discontinuious rock masses are compared with theoretical analysis and clarify the mechanisms of instability of rock mass.
|
Report
(4 results)
Research Products
(9 results)
