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Slope failure simulation analysis caused rainfall on road slope by DEM
http://hdl.handle.net/10112/5648
http://hdl.handle.net/10112/564868ceac55-fdd2-4356-9309-28dc7c5f08ff
名前 / ファイル | ライセンス | アクション |
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KU-1100-20110830-02.pdf (1.1 MB)
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Item type | 会議発表論文 / Conference Paper(1) | |||||
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公開日 | 2011-11-28 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Slope failure simulation analysis caused rainfall on road slope by DEM | |||||
言語 | ||||||
言語 | eng | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_5794 | |||||
資源タイプ | conference paper | |||||
著者 |
Shimizu, Takahiro
× Shimizu, Takahiro× Nakamura, Makoto× Yamamoto, Tsuyoshi× 楠見, 晴重 |
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著者別名 | ||||||
姓名 | 清水, 貴大 | |||||
著者別名 | ||||||
姓名 | 中村, 真 | |||||
著者別名 | ||||||
姓名 | 山本, 剛 | |||||
概要 | ||||||
内容記述タイプ | Other | |||||
内容記述 | In our country, it is reported that there are a lot of cases which the slope failure is caused by the rainfall. Then, the purpose of our study is to analyze slope failure simulation caused by rainfall on fill slopes by DEM. Especially we focus on the real field. And, we regarded a decrease of clod strength as a decrease of frictional coefficient on this analysis. As a result, we have been able to calculate the decreasing rates of frictional coefficient and the start speeds of three cases that had different ways of groundwater's rising. From this result, it is recognized that the decreasing rate of the Case3 was the largest, and the start speed and move distance were also large. So, when it is heavy rain, we should take note it in Case3, and we can say that the possibility of influencing the inhabited area under the slope is high at collapse. | |||||
内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | EIT-JSCE Joint International Symposium on Geotechnical Infrastructure Asset Management 2011,EIT-JSCE | |||||
書誌情報 |
発行日 2011-08-30 |
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著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |