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Simplified method for estimation of the maximum uplift displacement of a manhole during earthquakes
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- TOBITA Tetsuo
- 京都大学防災研究所
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- IAI Susumu
- 京都大学防災研究所
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- KANG Gi-Chun
- 京都大学大学院社会基盤工学専攻博士後期課程
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- KONISHI Yasuhiko
- 株式会社日水コン東京下水道事業部
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- HARAZONO Shoji
- 株式会社日水コン大阪下水道事業部
Bibliographic Information
- Other Title
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- 地震によるマンホールの最大浮上量の簡易推定法
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Description
Uplifting of sewage manholes is one of the typical and striking damage pattern observed in the area being hit by large earthquakes. A simplified method to estimate the maximum uplift displacement of a manhole and settlements of backfill soil under liquefaction is derived based on the mechanism of uplift of a manhole under undrained condition of backfill soil. The method is capable of evaluating effectiveness of countermeasures against uplift by considering excess pore water pressure ratio and/or unit weight of backfill soil. In the present study, the applicability for the case without countermeasures is investigated through comparison with experimental results. Results show that measured uplift displacements and settlements are within the range predicted by the proposed method.
Journal
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- Journal of applied mechanics
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Journal of applied mechanics 11 587-594, 2008
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205208049664
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- NII Article ID
- 130004091271
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- ISSN
- 1884832X
- 13459139
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed