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Evaluation of liquefaction strength of Japanese natural sandy soil using triaxial and simple shear tests

The aim of this note is to reexamine the stress and strain conditions of cyclic triaxial and cyclic simple shear tests for evaluating the liquefaction strength of natural sandy soil. The conventional method of determining the liquefaction strength relies on the shear stress components. However, the...

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Bibliografiske detaljer
Principais autores: Fusao Oka, Akihiko Oshima, Haruo Fukai
Format: Artigo
Sprog:Inglês
Udgivet: Elsevier 2023-08-01
Serier:Soils and Foundations
Fag:
Online adgang:http://www.sciencedirect.com/science/article/pii/S0038080623000781
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