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Non-coaxiality of sand under bi-directional shear loading

This study aims to investigate the effect of consolidation shear stress magnitude on the shear behaviour and non-coaxiality of soils. In previous drained bi-directional simple shear test on Leighton Buzzard sand, it is showed that the level of non-coaxiality, which is indicated by the angle differen...

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Detalles Bibliográficos
Autores principales: Li, Yao, Yang, Yunming
Formato: Online Artículo Texto
Lenguaje:English
Publicado: The Royal Society Publishing 2018
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5990770/
https://www.ncbi.nlm.nih.gov/pubmed/29892397
http://dx.doi.org/10.1098/rsos.172076