contributor author | Peter A. Claisse | |
contributor author | Hanaa I. Elsayad | |
contributor author | Ibrahim G. Shaaban | |
date accessioned | 2017-05-08T22:11:50Z | |
date available | 2017-05-08T22:11:50Z | |
date copyright | August 1997 | |
date issued | 1997 | |
identifier other | 39436574.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73251 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | Absorption and Sorptivity of Cover Concrete | |
type | Journal Paper | |
journal volume | 9 | |
journal issue | 3 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)0899-1561(1997)9:3(105) | |
tree | Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 003 | |
contenttype | Fulltext | |