The Effect of Steam Curing on High-Early Strength Portland Cement Containing Carbonate Addition

The Effect of Steam Curing on High-Early Strength Portland Cement Containing Carbonate Addition
Author: C. Bédard
Publisher:
Total Pages: 9
Release: 1990
Genre: Carbonate addition
ISBN:

In 1981 the Canadian Standards Association (CSA) Committee A5 on Hydraulic Cements approved carbonate addition to normal portland cement Type 10 to a maximum of 5%. The decision was based on a considerable amount of data indicating no adverse effects on the properties of concrete and even improvements at optimum level of carbonate addition. The CSA Committee is now considering a proposal for extending carbonate addition to high-early strength portland cement Type 30 that has essentially the same chemical composition as Type 10 cement. Since Type 30 cement is used primarily in precast and prestressed concrete operations, a project has been initiated at the Research and Technical Center of Lafarge Canada Inc. to study the effect of steam curing conditions on the properties of concrete made with Type 30 cement containing carbonate addition. The main parameters will be the tricalcium aluminate (C3A) content of the cement, the presence of carbonate addition, and the curing temperature. The properties investigated will be compressive strength, freezing and thawing resistance ASTM Test for Resistance of Concrete to Rapid Freezing and Thawing (C 666, Procedure A), and volume change ASTM Test for Length Change of Hardened Hydraulic Cement Mortar and Concrete (C 157).

Carbonate Aggregate Reactions and Steam Curing of Concrete

Carbonate Aggregate Reactions and Steam Curing of Concrete
Author: National Research Council (U.S.). Highway Research Board
Publisher:
Total Pages: 52
Release: 1962
Genre: Carbonate rocks
ISBN:

Paper 1: Development of high early strength is desirable to the manufacturers of precast and prestressed concrete units, which often require expensive forms or stress beds. Steam curing accelerates the gain in strength at early ages, but the uncontrolled use of steam may seriously affect the growth in strength at later ages. Paper 2: The discovery that concrete aggregates were not inert but could participate in chemical reactions with certain cement compounds stimulated an international research effort that has resulted in the recognition of several distinct mechanisms by which these reactions may reduce the durability of concrete. Recently, attention has been drawn to a reaction involving the cement alkalies and a type of argillaceous dolomitic limestone.

Effects of Carbonate Additions on Heat of Hydration and Sulfate Resistance of Portland Cements

Effects of Carbonate Additions on Heat of Hydration and Sulfate Resistance of Portland Cements
Author: RD. Hooton
Publisher:
Total Pages: 9
Release: 1990
Genre: Carbonate additions
ISBN:

The Canadian Standard CSA CAN3-A5.M83 allows the addition of up to 5% carbonate additions for Type 10, normal Portland cement, and this allowance has recently been extended to Type 30, high-early strength cement. The possibility of extending the carbonate additions to the other cement types, including those for sulfate resistance and moderate heat of hydration, has been discussed by the A5 Committee, and some concrete test data have been presented. However, the initial results did not include testing for the effects on sulfate resisting or heat of hydration properties. Therefore, this study was initiated.

Calcined Clays for Sustainable Concrete

Calcined Clays for Sustainable Concrete
Author: Karen Scrivener
Publisher: Springer
Total Pages: 552
Release: 2015-06-07
Genre: Technology & Engineering
ISBN: 9401799393

This volume focuses on research and practical issues linked to Calcined Clays for Sustainable Concrete. The main subjects are geology of clays, hydration and performance of blended system with calcined clays, alkali activated binders, economic and environmental impacts of the use of calcined clays in cement based materials. Topics addressed in this book include the influence of processing on reactivity of calcined clays, influence of clay mineralogy on reactivity, geology of clay deposits, Portland-calcined clay systems, hydration, durability, performance, Portland-calcined clay-limestone systems, hydration, durability, performance, calcined clay-alkali systems, life cycle analysis, economics and environmental impact of use of calcined clays in cement and concrete and field applications. This book compiles the different contributions of the 1st International Conference on Calcined Clays for Sustainable Concrete, which took place in Lausanne, Switzerland, June, 23-25, 2015.The papers present the latest research in their field. It contains nearly 80 papers and abstracts. Overall, this work gives a broad view of research on calcined clays in the field of construction and will stimulate further research into calcined clays for sustainable concrete.

The Effect of Secondary Ettringite Formation on the Durability of Concrete

The Effect of Secondary Ettringite Formation on the Durability of Concrete
Author: Robert L. Day
Publisher: Portland Cement Association
Total Pages: 134
Release: 1992
Genre: Technology & Engineering
ISBN:

The report comprises a review and analysis of the available literature pertaining to the causes, effects and prevention of secondary (delayed) ettringite in concrete . Over 300 publications have been examined . Case studies of damage in concrete possibly caused by secondary ettringite formation are examined first. Fundamental research on secondary ettringite formation, its chemistry, and deposition mechanisms is then reviewed. Key investigations on the topic are analyzed in detail. Next, the potential importance of (a) method of heat-curing and (b) the chemistry of cement is outlined. In the final chapter, a rapid test for evaluation of potential secondary ettringite susceptibility (the "Duggan" test) is evaluated. The analysis indicates that there appears to be a potential for a secondary ettringite formation problem in North America; it is highly probable that secondary ettringite formation can lead to significant deterioration of heat-treated concrete. However, it is unlikely that secondary ettringite formation is, or will be, the sole mechanism responsible for premature deterioration. The critical factors that determine extent of damage due to secondary ettringite formation are (a) duration of delay period before heating the concrete; (b) severity of the heating and/or cooling regime ; and (c) the SO3/A1203 ratio of the cement. There is no evidence that nonheat-treated concrete is susceptible to this phenomenon. Further research and improvements to the Duggan test may result in the development of a useful standard test method to assess the long-term dimensional stability and durability of concrete.

Concrete Admixtures Handbook, 2nd Ed.

Concrete Admixtures Handbook, 2nd Ed.
Author: V.S. Ramachandran
Publisher: William Andrew
Total Pages: 1183
Release: 1996-12-31
Genre: Technology & Engineering
ISBN: 0815516541

Since the publication of the first edition ten years ago, significant developments have occurred in the use of admixtures in concrete. Eight new chapters and a full update of the preceding ten chapters bring this book up to date; reflecting the relative advances made in the science and technology of different groups of admixtures. The increased role and development of admixtures in concrete technology is evidenced by a number of conferences, publications, and novel admixtures available in the market place. These developments in the field caused the modification of many chapters in the first edition in order to reflect the advances. Although individual chapters refer to standards and specifications of admixtures, those only interested in the standards or techniques used in investigating admixtures will find the second chapter (Research Technologies, Standards, and Specifications) useful. Admixtures are not as inert as may be presumed. They may chemically interact with the constituents of concrete and affect the properties of the fresh and hardened concrete and its durability. The third chapter deals with these aspects. It was important to devote a chapter to recent attempts in developing new admixtures.