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The effect of sand ration on the properties of self-compacting concrete

Author
HUI ZHAO1 ; WEI SUN1 ; XIAOMING WU2 ; BO GAO2
[1] School of Materials Science and Engineering, Southeast University,Nanjing, Jiangsu, China
[2] Jiangsu Transportation Research Institute, Nanjing, Jiangsu, China
Source

Magazine of concrete research. 2013, Vol 65, Num 5-6, pp 275-282, 8 p ; ref : 3/4 p

CODEN
MCORAV
ISSN
0024-9831
Scientific domain
Civil engineering
Publisher
Telford, London
Publication country
United Kingdom
Document type
Article
Language
English
Keyword (fr)
Béton autocompactant Etude expérimentale Granulat fin Matériau construction Propriété matériau Relation composition propriété Sable
Keyword (en)
Self compacting concrete Experimental study Fine aggregate Construction materials Properties of materials Property composition relationship Sand
Keyword (es)
Hormigón autocompactante Estudio experimental Granulado fino Material construcción Propiedad material Relación composición propiedad Arena
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C01 Strength of materials (elasticity, plasticity, buckling, etc.)

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14G Materials / 001D14G02 Concretes. Mortars. Grouts / 001D14G02L Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.)

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
27042719

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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