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Shear strain development and pore pressure distribution in sandy model slope under repeated rainfall
https://nied-repo.bosai.go.jp/records/5123
https://nied-repo.bosai.go.jp/records/51230ff33dec-95c5-4d89-8d76-861ab1cace6d
Item type | researchmap(1) | |||||||||
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公開日 | 2024-05-06 | |||||||||
タイトル | ||||||||||
言語 | en | |||||||||
タイトル | Shear strain development and pore pressure distribution in sandy model slope under repeated rainfall | |||||||||
著者 |
K. Sasahara
× K. Sasahara
× N. Sakai
|
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抄録 | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | In order to establish the stress-strain relation in the slope under repeated rainfall, shear deformation and soil-water conditions in the model slope are monitored under repeated rainfall. Some examination based on the data showed that shear strain developed with the decrease of suction at wetting process, while it stayed almost constant with the increase of suction at drying process. Shear strain at next wetting process remained almost constant with the decrease of suction until minimum suction of latest wetting process, and then it increased largely with the decrease of suction when it exceeded the minimum suction of latest wetting process. This is like the stress-strain relation under cyclic loading. © 2012 Taylor & Francis Group. | |||||||||
言語 | en | |||||||||
書誌情報 |
en : Advances in Transportation Geotechnics II - Proceedings of the 2nd International Conference on Transportation Geotechnics, ICTG 2012 p. 743-748, 発行日 2012 |
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DOI | ||||||||||
関連識別子 | 10.1201/b12754-114 |