Nano- and micro-scale characterisation of interfacial transition zone (ITZ) of high volume slag and slag-fly ash blended concretes containing nano SiO2 and nano CaCO3

Author:

Hosan AnwarORCID,Shaikh Faiz Uddin Ahmed,Sarker Prabir,Aslani FarhadORCID

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. Properties of portland cement concrete containing fly ash and condensed silica-fume;Mehta;Cem. Concr. Res.,1982

2. G. Carette, V.M. Malhotra. Early age strength development of concrete incorporating fly ash and condensed silica fume. ACI SP79-41, Vol. 79; 1983. p. 765–84.

3. Use of ternary cementitious systems containing silica fume and fly ash in concrete;Thomas;Cem. Concr. Res.,1999

4. Properties of fly ash concrete modified with hydrated lime and silica fume;Barbhuiya;Constr. Build. Mater.,2009

5. V.M. Malhotra, P.K. Mehta. 2002, High-performance, high-volume fly ash concrete: materials, mixture proportioning, properties, construction practice, and case histories. Supplementary cementing materials for sustainable developments, Ottawa, Canada.

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