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                                       Details for article 116 of 122 found articles
 
 
  Study on Strength Development of High Strength Concrete Containing Fly ash and Silica fume
 
 
Title: Study on Strength Development of High Strength Concrete Containing Fly ash and Silica fume
Author: A R Hariharan,
A S Santhi,
G Mohan Ganesh
Appeared in: International journal of engineering science and technology
Paging: Volume 3 (2011) nr. 4 pages 2955-2961
Year: 2011
Contents: This paper presents the results of an experimental investigation carried out to evaluate the compressive strength of High Strength Concrete. High Strength Concrete is made by partial replacement of cement by fly ash (FA) and silica fume (SF). In this study the Class C fly ash used in various proportions 30%, 40% and 50% and that of silica fume by 6% and 10% by weight of cement. The mix proportions of concrete had a constant water binder ratio of 0.4 and super plasticizer was added based on the required degree of workability. The total binder content was 450 kg/m3. The concrete specimens were cured on normal moist curing under normal atmospheric temperature. The compressive strength was determined at various ages up to 90 days. The results indicate the concrete made with these proportions generally show excellent fresh and hardened properties since the combination is somewhat synergistic. The addition of silica fumeshows a early strength gaining property and that of fly ash shows a long term strength. The ternary system that is Portland cement-fly ash-silica fume concrete was found to increase the compressivestrength of concrete on all age when compared to concrete made with fly ash and silica fume alone.
Publisher: Engg Journals Publication (provided by DOAJ)
Source file: Elektronische Wetenschappelijke Tijdschriften
 
 

                             Details for article 116 of 122 found articles
 
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