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Prediction Method of Tunnel Deformation Using Time-dependent Ground Deterioration Model
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- SHIMAMOTO Keisuke
- Tunnel Laboratory, Structure Technology Division
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- YASHIRO Kazuhide
- Tunnel Laboratory, Structure Technology Division
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- KOJIMA Yoshiyuki
- Tunnel Laboratory, Structure Technology Division
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- ASAKURA Toshihiro
- Kyoto University Graduate School of Engineering
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Description
Some mountain tunnels suffer from deformation and cracks caused by earth pressure, and such damage can progress with the passage of time for some tunnels. Due the unknown variables involved in the time-dependent deformation and destruction behavior of such tunnels, no maintenance management method has yet been established. In this study, we focused on tunnel deformation caused by earth pressure, and attempted to apply numerical analysis to the situation. As the result of the study, we achieved simulation of the behavior of tunnel deformation as time progressed and demonstrated the applicability of determination for appropriate timing and countermeasure types.
Journal
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- Quarterly Report of RTRI
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Quarterly Report of RTRI 50 (2), 81-88, 2009
Railway Technical Research Institute
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Details 詳細情報について
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- CRID
- 1390282679440377344
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- NII Article ID
- 130004457792
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- ISSN
- 18801765
- 00339008
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- Text Lang
- en
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
- OpenAIRE
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- Abstract License Flag
- Disallowed