Mathematical Model Relating Uniaxial Compressive Behavior of Manufactured Sand Mortar to MIP-Derived Pore Structure Parameters

The uniaxial compression response of manufactured sand mortars proportioned using different water-cement ratio and sand-cement ratio is examined. Pore structure parameters such as porosity, threshold diameter, mean diameter, and total amounts of macropores, as well as shape and size of micropores ar...

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Detalles Bibliográficos
Autores principales: Tian, Zhenghong, Bu, Jingwu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Hindawi Publishing Corporation 2014
Materias:
Research Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4124207/
https://www.ncbi.nlm.nih.gov/pubmed/25133257
http://dx.doi.org/10.1155/2014/736230

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4124207/
https://www.ncbi.nlm.nih.gov/pubmed/25133257
http://dx.doi.org/10.1155/2014/736230

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