| Project/Area Number |
63550359
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
基礎・土質工学
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| Research Institution | Kanazawa University, Faculty of Technology |
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Principal Investigator |
OHTA Hideki Kanazawa University, Faculty of Technology, Professor, 工学部, 教授 (80026187)
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| Co-Investigator(Kenkyū-buntansha) |
NISHIHARA Akira Fukuyama University, Faculty of Engineering, Associate Professor, 工学部, 助教授 (90164574)
MATSUMOTO Tatsunori Kanazawa University, Faculty of Technology, Instructor, 工学部, 助手 (10143877)
NISHIDA Yoshichika Kanazawa University, Faculty of Technology, Professor, 工学部, 教授 (60019693)
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| Project Period (FY) |
1988 – 1989
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| Project Status |
Completed (Fiscal Year 1989)
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| Budget Amount *help |
¥1,400,000 (Direct Cost: ¥1,400,000)
Fiscal Year 1989: ¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 1988: ¥700,000 (Direct Cost: ¥700,000)
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| Keywords | limit analysis / perfect plasticity / lower / upper bound theorem / non-associated flow rule / bearing capacity / undrained strength / anisotropy / slip lines / 構成方程式 |
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| Research Abstract |
The bearing capacity of anisotropically consolidated clay is analyzed by the theory based on the limit theorem (Upper/Lower Bound Theorem) taking the effect of anisotropy of the undrained strength into account. Particularly, in this investigation, the limit theorem was generalized.
This generalization of the theory does not require the assumption of 'associated' flow rule. And then A method to search such admissible collapse mechanism was newly developed in this investigation. The limit analysis using this new method does not require the special technique to search the admissible collapse mechanism which is close to the exact solution. This method can form the admissible collapse mechanism without any artificial trial.
The variations of bearing capacity factors with Ko are given for various types of shear test. The bearing capacities calculated by the present theory show fairly good agreement with the experimental results. The undrained strength measured by shear tests should be corrected in connection with the strength anisotropy and the effect of shear rate when they are introduced in conventional stability analysis. The correction factors for strength anisotropy are given by using present theory for various kinds of test strength.
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