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contributor authorM. I. Khan
date accessioned2017-05-08T21:17:29Z
date available2017-05-08T21:17:29Z
date copyrightFebruary 2003
date issued2003
identifier other%28asce%290899-1561%282003%2915%3A1%2884%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45825
description abstractThis paper is aimed at investigating permeation-related properties of high performance concrete utilizing fly ash and microsilica as cement replacing materials. Oxygen permeability, porosity, and sorptivity of concrete incorporating fly ash and microsilica prepared with various water-binder ratios were determined. In order to investigate the influence of curing conditions, moist curing, air curing, and curing at 5°C were employed. A mixing procedure of blended systems has been proposed. Based on the experimentally obtained results, prediction models were developed. These enabled the establishment of isoresponse contours showing the interaction between the various parameters investigated. It was found that there is an interaction of fly ash and microsilica with the level of replacement. The incorporation of 8–12% microsilica as cement replacement yielded the optimum permeability, porosity, and sorptivity values.
publisherAmerican Society of Civil Engineers
titlePermeation of High Performance Concrete
typeJournal Paper
journal volume15
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2003)15:1(84)
treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
contenttypeFulltext


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