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Bulletin of Engineering Geology and the Environment

Erschienen in:

01.08.2024 | Original Paper

Properties of boiled sand samples from various liquefied ground sites caused by recent great earthquakes in japan and worldwide

verfasst von: Ömer Aydan, Abdul Bari Jahed, Takashi Ito

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 8/2024

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Abstract

Ground liquefaction has been reported to occur for shallow earthquakes with a moment magnitude greater than 4.6. The first author of this study has collected many boiled soil samples from various liquefied since 1992. This study is concerned with the grain size distribution, physical and the shear strength properties, permeability/hydraulic conductivity of liquefied granular soils, relative density through laboratory tests and some interrelations are explored. It is shown that every granular geo-material may liquefy if the necessary conditions are satisfied. Large earthquakes may cause even the liquefaction of silty/clayey and/or gravelly soils. Empirical methods purely based on SPT values or its CPT /Vs varieties are not appropriate while the method proposed by Aydan-Kumsar is more appropriate as it can count the most fundamental parameters such as permeability and shear strength of various grounds. If the samples are subjected to pressure under confined state, it is possible to evaluate the characteristics of soils prone to liquefaction at any depth.

Vorheriger Artikel An energy-based model with non-symmetrical branch fractures of different roughness

Nächster Artikel Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study

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Titel: Properties of boiled sand samples from various liquefied ground sites caused by recent great earthquakes in japan and worldwide
verfasst von: Ömer Aydan
Abdul Bari Jahed
Takashi Ito
Publikationsdatum: 01.08.2024
Verlag: Springer Berlin Heidelberg
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 8/2024
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-024-03818-3

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