Published June 2019 | Version v1
Journal article

Effect of water film thickness on the flow in conventional mortars and concrete

  • 1. Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering (Sweden)

Description

Mortar and concrete can be divided into two phases of solids and water, where water fills the voids between the grains and also coats the surface of the particles. The current study investigates the influence of the thickness of coating water on flow spread of mortars and concrete. The article aims at correlating consistency of concrete to consistency of mortar using the concept of excess water layer theory. It was found that the flow behavior of granular mixtures can be directly related to the average water film thickness that envelops the particles. The concept was tested on mortars and concrete mixtures with different cement types, aggregate grading, aggregate shape, fineness and proportioning; proving water film thickness to be the most critical parameter affecting the flow. The results of the study indicate the possibility of predicting the flowability of mixtures by knowing the thickness of the water film that envelops the grains. In addition, the relation between flowability of mixtures measured in different sizes of slump cone is explored to enable translating flow of mortars measured in mini-slump cone to flow of concrete obtained from Abrams' cone.

Additional details

Identifiers

Publishing Information

Journal Title
Materials and Structures
Journal Volume
52
Journal Issue
3
Journal Page Range
p. 1-15
ISSN
1359-5997

INIS

Country of Publication
France
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
51094435
Subject category
S36: MATERIALS SCIENCE;
Descriptors DEI
CEMENTS; COATINGS; CONCRETES; MIXTURES; MORTARS; SOLIDS; SURFACES; THICKNESS; THIN FILMS; VOIDS; WATER
Descriptors DEC
BUILDING MATERIALS; DIMENSIONS; DISPERSIONS; FILMS; HYDROGEN COMPOUNDS; MATERIALS; OXYGEN COMPOUNDS

Optional Information

Copyright
Copyright (c) 2019 The Author(s)