Micro Environmental Concrete
Author(s) -
M. Lanez,
M. N. Oudjit,
Abdelfetah Zenati,
Karima Arroudj,
A. Bali
Publication year - 2011
Publication title -
physics procedia
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.26
H-Index - 61
ISSN - 1875-3892
DOI - 10.1016/j.phpro.2011.10.024
Subject(s) - materials science , pozzolan , ultimate tensile strength , aggregate (composite) , compressive strength , portland cement , cement , filler (materials) , ground granulated blast furnace slag , composite material , slag (welding) , pozzolanic activity
Reactive powder concretes (RPC) are characterized by a particle diameter not exceeding 600μm and having very high compressive and tensile strengths. This paper describes a new generation of micro concrete, which has an initial as well as a final high physicomechanical performance. To achieve this, 15% by weight of the Portland cement have been substituted by materials rich in Silica (Slag and Dune Sand).The results obtained from the tests carried out on the RPC show that compressive and tensile strengths increase when incorporating the addition, thus improving the compactness of mixtures through filler and pozzolanic effects. With a reduction in the aggregate phase in the RPC and the abundance of the dune sand (southern of Algeria) and slag (industrial by-product of the blast furnace), the use of the RPC will allow Algeria to fulfil economical as well as ecological requirements
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