A fundamental study on stability analysis of geotechnical structure
Grant-in-Aid for General Scientific Research (C)
|Allocation Type||Single-year Grants|
|Research Institution||KYOTO UNIVERSITY|
TAMURA Takashi Kyoto Univ.Fac.of Eng., Assoc.Prof., 工学部, 助教授 (30026330)
SUGITO Masata Gifu Univ.Fac.of Eng., Assoc.Prof., 工学部, 助教授 (60115863)
KIMURA Makoto Kyoto Univ.Fac.of Eng., Assoc.Prof., 工学部, 助教授 (30177927)
ADACHI Toshihisa Kyoto Univ.Fac.of Eng., Prof., 工学部, 教授 (20026173)
|Project Period (FY)
1993 – 1994
Completed(Fiscal Year 1994)
|Budget Amount *help
¥1,900,000 (Direct Cost : ¥1,900,000)
Fiscal Year 1994 : ¥700,000 (Direct Cost : ¥700,000)
Fiscal Year 1993 : ¥1,200,000 (Direct Cost : ¥1,200,000)
|Keywords||Earth Pressure / Rigid-plastic FEM / Geotechnical Structures / Trap oor / Aluminium Deposit / Stability / Model Test / Limit Analysis|
1) Rigid-plastic finite element method
A new method for convergence of Newton-Raphson method of RPFEM was proposed which has been one of the important problems to be solved.
2) Earth pressure testing with aluminium bars
Earth presures was measured by a simple labotatory testing with aluminium bars. Particularly the passive earth pressure could be measured with high accuracy which was compared with the data of numerical alalysis.
3) Distribution of passive earth pressure
A simple formula was proposed to calculate the distribution of passive eath pressure based on Terzaghi's theory. Comparison with other data confirmed the validity of the present formula.
4) Trap door experiment with circular bucket
A centrigugal testing of trap door was performed by using a circular bucket to investigate the earth pressure mechanism of sands and clays.
5) Summary of research
The design concept was studied for quite large scale of geotechnical structures to make clear its stability.
Research Output (26results)