A STUDY ON SEISMIC RESISTANCE REDUCTION OF EMBANKMENT DUE TO RAINFALL
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- HATA Yoshiya
- 日本工営株式会社 中央研究所
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- ICHII Koji
- 広島大学大学院 工学研究科
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- TSUCHIDA Takashi
- 広島大学大学院 工学研究科
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- KANO Seiji
- 広島大学大学院 工学研究科
Bibliographic Information
- Other Title
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- 降雨による盛土の耐震性低下に関する一考察
Abstract
Rainfall would reduce the seismic resistance of an embankment if the drainage system of the embankment is not enough; however, aseismic design of embankments does not consider this effect. Based on the seismic response calculation results using a FEM code ‘FLIP’ and the previous shaking table test results, the effect of rainfall on seismic performance of embankments was examined in this study. As a conclusion, the reduction of the soil cohesion of embankment by the seepage due to rainfall is very important.
Journal
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- Doboku Gakkai Ronbunshuu C
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Doboku Gakkai Ronbunshuu C 65 (2), 401-411, 2009
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680231357440
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- NII Article ID
- 130004468343
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- ISSN
- 1880604X
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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