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Properties of High Strength Concrete Using Fly Ash and Crushed Sand  

이봉학 (강원대학교 공과대학)
김동호 (강원대학교 대학원)
전인구 (농업기반공사)
Publication Information
Magazine of the Korean Society of Agricultural Engineers / v.44, no.2, 2002 , pp. 107-116 More about this Journal
Abstract
The amount used of aggregates for concrete is increasing rapidly since the mid-1980s in Korea. The natural gravels from river are already displaced with crushed stone, and use of crushed sand as a substitute of natural river sands, also, is getting increased day by day. This paper is presented fur analysis on mechanical properties of high strength concrete using fly ash and crushed sand. The material functions in mixing design of concretes are various water-cement ratios(w/c) such as 0.25, 0.40, 0.55 and different replacement ratio of crushed sand to natural sands such as 0%, 20%, 40%, 60%. As a results, it has been shown that compressive strengths of concretes with W/C lower than 0.40 and 0.25 are higher than 400 kgf/$\textrm{cm}^2$ and 600 kgf/$\textrm{cm}^2$ respectively. It is also concluded that the results of rapid chloride permeability tests of concrete are evaluated to negligible. The conclusions of this study is that it is possible to use fly ash and crushed sand fur high strength concrete.
Keywords
Fly ash; Crushed sand; Water/cement ratio; Workability; High strength concrete;
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