Prediction of fresh concrete flow behavior based on analytical model for mixture proportioning
- Author
- ROSHAVELOV, Theodore1
[1] HSCE L. Karavelov School of Civil Engineering, 32 Suhodolska Str, 1373 Sofia, Bulgaria - Source
Cement and concrete research. 2005, Vol 35, Num 5, pp 831-835, 5 p ; ref : 9 ref
- CODEN
- CCNRAI
- ISSN
- 0008-8846
- Scientific domain
- Civil engineering; Chemical industry parachemical industry
- Publisher
- Elsevier Science, New York, NY
- Publication country
- United States
- Document type
- Article
- Language
- English
- Author keyword
- Fresh concrete Mixture proportioning Modeling Rheology
- Keyword (fr)
- Béton frais Comportement Dosage(manutention) Etude comparative Modèle théorique Modélisation Mélange Rhéologie Résultat expérimental Viscosimètre Viscosité apparente
- Keyword (en)
- Fresh concrete Behavior Proportioning Comparative study Theoretical model Modeling Mixture Rheology Experimental result Viscosimeter Apparent viscosity
- Keyword (es)
- Hormigón fresco Conducta Dosificación(manutención) Estudio comparativo Modelo teórico Modelización Mezcla Reología Resultado experimental Viscosímetro Viscosidad aparente
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14G Materials / 001D14G02 Concretes. Mortars. Grouts / 001D14G02C Properties and performance of fresh concrete
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 16778877
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
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DOI
10.1016/j.cemconres.2004.09.019 
https://dx.doi.org/10.1016/j.cemconres.2004.09.019
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