| Project/Area Number |
14550493
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Geotechnical engineering
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| Research Institution | Gifu University |
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Principal Investigator |
ZHANG Feng Gifu University, River Basin Research Center, Associate professor, 流域圏科学研究センター, 助教授 (70303691)
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| Co-Investigator(Kenkyū-buntansha) |
SAWADA Kazuhide Gifu University, Faculty of Engineering, Research associate, 工学部, 助手 (30273121)
YASHIMA Atsushi Gifu University, Faculty of Engineering, Professor, 工学部, 教授 (90144394)
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| Project Period (FY) |
2002 – 2003
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| Project Status |
Completed (Fiscal Year 2003)
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| Budget Amount *help |
¥3,400,000 (Direct Cost: ¥3,400,000)
Fiscal Year 2003: ¥1,300,000 (Direct Cost: ¥1,300,000)
Fiscal Year 2002: ¥2,100,000 (Direct Cost: ¥2,100,000)
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| Keywords | constitutive equation / soft rock / long-term stability / tunnel / lining / deterioration / remedial work |
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| Research Abstract |
In this research, based on elasto-viscoplastic model with strain hardening and strain softening, finite element analyses were conducted to investigate the long-tem stability of tunnel in shuttered zone. The purpose of the research is to investigate the mechanism of the long-tem stability of the tunnel due to the time dependent behavior of surrounding ground. Particular attention has been paid to the redistribution of the stress within the ground due to the strain softening and the time dependent behaviors of soils. From the analysis, a new approach for assessing the long-term stability of tunnel and the effectiveness of the remedial work carried out for the tunnel was proposed. It is found that due to the time dependent behavior of the ground, the earth pressure acting on the tunnel lining changes constantly. It is also found that the existence of a cave may greatly change the distribution of the moment and may lead to the cracking of concrete. The remedial work, that is, the injection of mortar into existed cave, and rock bolts are found to be very effective in reducing the section force of lining. The calculated results are compared and checked with the results obtained from field measurements accumulated in a long period. It is found from the numerical analysis that the evaluating method using the numerical analysis proposed in this research is capable of simulating the mechanism of long-term stability of tunnel and the effectiveness of the remedial works to a reasonable accuracy and can be applied to field project.
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