Effect on Engineering Properties of Concrete mixed with High Volume Fly Ash and Slag

碩士 === 國立中興大學 === 土木工程學系 === 85 === One of the main objectives of this study is to research the cement replacement effects on workability and strength properties of concrete with high volume fly ash and slag of various proportion and replacement amounts,...

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Bibliographic Details
Main Authors: Liaw, Jeng-Yann, 廖政彥
Other Authors: Jang Ming-Tyan
Format: Others
Language:zh-TW
Published: 1997
Online Access:http://ndltd.ncl.edu.tw/handle/69039635747927405229
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Summary:碩士 === 國立中興大學 === 土木工程學系 === 85 === One of the main objectives of this study is to research the cement replacement effects on workability and strength properties of concrete with high volume fly ash and slag of various proportion and replacement amounts, besides which, the other is try to find the available replacement amounts of fine aggregate with fly ash by means of sand replacement. The medium and high strength concrete were created under different water- cementitious ratio, the dosages of superplasticizers needed was adjusted at a given Test results reveal that in cement replacement, the more contents of fly ash concrete mixed, the more dosages of superplasticizers concrete needed, and the lower value of and Ec concrete gained at the same age. Therefore, the cement replacing by slag is better than by fly ash for strength requirement. And 54% replacement of cement by weight is available if economic considerations is a principal reason. Besides, in sand replacement, the water contents required are increased with replacement amounts, and the proper replacement amount shouldn*t be too large. But the adjusted method of water contents needs advanced research.