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contributor authorPeter A. Claisse
contributor authorHanaa I. Elsayad
contributor authorIbrahim G. Shaaban
date accessioned2017-05-08T22:11:50Z
date available2017-05-08T22:11:50Z
date copyrightAugust 1997
date issued1997
identifier other39436574.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73251
description abstractThe absorption characteristics and sorptivity of cover concrete obtained by the initial surface absorption test (ISAT), the covercrete absorption test (CAT), and the sorptivity test have been studied and compared. Two types of concrete, namely ordinary portland cement (OPC) control and low water concrete (LWC) of grade 35 have been tested. The laboratory work has shown close agreement between the ISAT and sorption results but the CAT yields higher results. An analytical model has been developed based on the mechanisms of capillary suction and pressure-driven flow. In this model water entering concrete during the tests is assumed to be concentrated in a well-defined volume. This volume is fully saturated and is separated from the surrounding concrete by a wetting front at which capillary suction occurs. By applying the physical equations for capillary suction pressures and permeability the experimental results are explained in terms of the basic properties of the concrete. The model gives good agreement with the experimental results.
publisherAmerican Society of Civil Engineers
titleAbsorption and Sorptivity of Cover Concrete
typeJournal Paper
journal volume9
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(1997)9:3(105)
treeJournal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 003
contenttypeFulltext


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