Influence of superplasticizer type and mix design parameters on the performance of them in concrete mixtures

Cement and Concrete Composites

Volumn 27, Issue 2, 2005, Pages 217-222

  Papayianni, I ^a   Tsohos, G ^a   Oikonomou, N ^a   Mavria, P ^a  

^a ARISTOTLE UNIVERSITY OF THESSALONIKI   (Greece)

Author keywords

Concrete mixture; Performance; Proportions; Superplasticizers

Indexed keywords

AIR; CEMENTS; COMPOSITION; DURABILITY; FLY ASH; MIXTURES; PLASTICIZERS; RIVERS; STRENGTH OF MATERIALS; SUPERPLASTICITY;

AIR CONTENT; HYDRATED PRODUCTS; SUPERPLASTICIZERS;

CONCRETES;

EID: 9644302618     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2004.02.010     Document Type: Article

References (6)

1. Malhotra VM. Innovative applications of superplasticizers in concrete - A review. In: Mehta PK, editor. Proceedings of Mario Collepardi Symposium on Advances in Concrete Science and Technology 5th CANMET/ACI International Conference on Superplasticizers and Other Chemical Admixtures Rome, 7-10 October 1997. p. 271-314.
2. Langley WS, Carette GG, Malhotra VM. Structure concrete incorporating high volume of ASTM class F fly ash. ACI Mater J 1989;86:507-14.
3. Mailvaganam NP. Slump loss in flowing concrete, ACI SF62. In: Malhotra VM, editor. 1979, pp. 389-404.
4. Collepardi M, Corradi M, Valente M. Low-slump loss superplasticized concrete. Transportation Research Record 720. Washington, DC, 1979.
5. Whiting D, Schmitt J Durability of in place concrete containing high-range water-reducing admixtures. NCHRP Report No. 296. Trans Res Board, Washington, 1987.
6. Mehtra PK. High performance concrete durability affected by many factors. Concrete Constr 1992;37(5):367-70.