Study on the Calculation Method of Stress in Strong Constraint Zones of the Concrete Structure on the Pile Foundation Based on Eshelby Equivalent Inclusion Theory

In view of the strong constraint zones of the concrete structure on the pile foundation, there are some differences between the calculation results of the isotropic equivalent pile foundation by the volume replacement ratio method and the actual engineering. In this paper, referring to the relevant...

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Detalles Bibliográficos
Autores principales: Yuan, Min, Zhou, Dan, Chen, Jian, Hua, Xia, Qiang, Sheng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7504048/
https://www.ncbi.nlm.nih.gov/pubmed/32872445
http://dx.doi.org/10.3390/ma13173815

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7504048/
https://www.ncbi.nlm.nih.gov/pubmed/32872445
http://dx.doi.org/10.3390/ma13173815

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