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  1. 防災科研関係論文

Steady-State Residual Strength of Partly Saturated Soils to Evaluate Runout Distance of Landslides during Earthquakes

https://nied-repo.bosai.go.jp/records/4652
https://nied-repo.bosai.go.jp/records/4652
d253040e-e142-46a2-b94e-bdc79be1a509
Item type researchmap(1)
公開日 2023-04-27
タイトル
言語 en
タイトル Steady-State Residual Strength of Partly Saturated Soils to Evaluate Runout Distance of Landslides during Earthquakes
言語
言語 eng
著者 Kenji Ishihara

× Kenji Ishihara

en Kenji Ishihara

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Tomohiro Ishizawa

× Tomohiro Ishizawa

en Tomohiro Ishizawa

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抄録
内容記述タイプ Other
内容記述 In an effort to determine the residual strength from the laboratory tests, a new type of tests termed "constant-volume triaxial test" was performed on non-saturated specimens of silty sand prepared at varying water contents. The results of the tests disclosed that the water content or saturation ratio is a key parameter governing the residual strength of the non-saturated soil tested in the above manner. Back-analysis was also made to determine the residual strength that might have been mobilized in the landslide triggered at Tsukidate at the time of the May 26, 2003 earthquake. The comparison of these two data showed a reasonable degree of coincidence, indicating that the proposed method of the laboratory triaxial tests would be a promising means for estimating the residual strength of given soils.
言語 en
書誌情報 en : Geotechnical Special Publication

巻 2018-, 号 299, p. 277-298, 発行日 2018
出版者
言語 en
出版者 American Society of Civil Engineers (ASCE)
ISSN
収録物識別子タイプ ISSN
収録物識別子 0895-0563
DOI
関連識別子 10.1061/9780784481639.019
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