Physical interpretation of shear-rate behaviour of soils and geotechnical solution to the coefficient of start-up friction with low inertial number

Shear experiments on soils have revealed the effects of shear rate, confining pressure, and grain size on the residual shear strength, but their nature is not well understood. To interpret these behaviours, a single dimensionless inertial number I from granular physics is introduced. A linear relati...

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Detalles Bibliográficos
Autores principales: Fei, Jianbo, Jie, Yuxin, Sun, Xiaohui, Xiong, Hao
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7376163/
https://www.ncbi.nlm.nih.gov/pubmed/32699384
http://dx.doi.org/10.1038/s41598-020-69023-w

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7376163/
https://www.ncbi.nlm.nih.gov/pubmed/32699384
http://dx.doi.org/10.1038/s41598-020-69023-w

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