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  1. 防災科研関係論文

Unprecedented liquefaction flow of gentle slopes containing non-plastic fines

https://nied-repo.bosai.go.jp/records/6993
https://nied-repo.bosai.go.jp/records/6993
0e4130b5-6ff8-44c9-b99c-c4a1fc76e6e7
Item type researchmap(1)
公開日 2025-02-25
タイトル
言語 en
タイトル Unprecedented liquefaction flow of gentle slopes containing non-plastic fines
著者 Takaji Kokusho

× Takaji Kokusho

en Takaji Kokusho

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Hemanta Hazarika

× Hemanta Hazarika

en Hemanta Hazarika

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Tomohiro Ishizawa

× Tomohiro Ishizawa

en Tomohiro Ishizawa

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Shin-ichiro Ishibashi

× Shin-ichiro Ishibashi

en Shin-ichiro Ishibashi

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Katsuya Ogo

× Katsuya Ogo

en Katsuya Ogo

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抄録
内容記述タイプ Other
内容記述 In two recent earthquakes in Hokkaido, Japan, liquefied sand unusually flowed underground in very gentle man-made fill slopes, creating large ground surface depressions. In both cases, a significant amount of non-plastic fines was present in the loose fine sands. When tested in undrained triaxial tests, these sands were found far more contractive and easier to flow than the sand of the same density without fines. This strongly suggested that the high fines content was the major cause of the strange flow failures because it made the sand flowable on the contractive side of the steady-state line. Another series of cyclic torsional simple shear tests on contractive sands with fines under initial shear stress indicated that the flow failure can initiate even in a gentle slope. This is when the effective stress path comes across a straight yield line drawn from the origin on the τ − σ<sub>c</sub>′ diagram uniquely defined irrespective of stress paths. A scenario to replicate the unusual flow failures was developed based on the field study and test results.
言語 en
書誌情報 en : Proceedings of the Institution of Civil Engineers - Forensic Engineering

巻 175, 号 2, p. 31-38, 発行日 2022-05-01
出版者
言語 en
出版者 Emerald
ISSN
収録物識別子タイプ EISSN
収録物識別子 2043-9911
DOI
関連識別子 10.1680/jfoen.21.00019
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