Alite Calcium Sulfoaluminate Cement: Chemistry and Thermodynamics
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96 Quality Control of Clinker Products by SEM and XRF Analysis Ziad Abu
ACXRI '96 Quality Control of Clinker Products By SEM and XRF Analysis Ziad Abu Kaddourah and Khairun Azizi MY9700786 School of Materials and Mineral Resources Eng., Universiti Sains Malaysia 31750 Tronoh, Perak, Malaysia. ABSTRACT The microstructure and chemical properties of industrial Portland cement clinkers have been examined by SEM and XRF methods to establish the nature of the clinkers and how variations in the clinker characteristics can be used to control the clinker quality. The clinker nodules were found to show differences in the chemical composition and microstructure between the inner and outer parts of the clinker nodules. Microstructure studies of industrial Portland cement clinker have shown that the outer part of the nodules are enriched in silicate more than the inner part. There is better crystallization and larger alite crystal 9ize in the outer part than in the inner part. The alite crystal size varied between 16.2-46.12um. The clinker chemical composition was found to affect the residual >45um, where a higher belite content causes an increase in the residual >45um in the cement product and will cause a decrease in the concrete strength of the cement product. The aluminate and ferrite crystals and the microcracks within the alite crystal are clear in some clinker only. The quality of the raw material preparation, burning and cooling stages can be controlled using the microstructure of the clinker product. INTRODUCTION Examination of manufactured industrial clinkers using the Scanning Electron Microscope (SEM) is usually conducted to study problems that can't be defined by the normal quality control procedures. Such a study can be used to give better information and knowledge about clinkers characteristics and how variations in the clinker characteristics are affected by variations in the various stages during the manufacturing process. -
Industrial Scale Kiln Problems and Their Solution with Controlling Different Operating Parameters
Open Access Austin Chemical Engineering Research Article Industrial Scale Kiln Problems and Their Solution with Controlling Different Operating Parameters Fazeel Ahmad* Department of Chemical Engineering, University of Wah, Abstract Wah Engineering College, Pakistan The chemical composition homogeneity of kiln feed has an important *Corresponding author: Fazeel Ahmad, Department relationship to fuel consumption, kiln operation, clinker formation and cement of Chemical Engineering, University of Wah, Wah strength. Kiln operation can be made stable and smooth. The basis for this Engineering College, Pakistan property is a well-burned clinker with consistent chemical composition and free lime. The main reason for the clinker free lime to change in situation with Received: April 19, 2020; Accepted: May 12, 2020; stable kiln operation is variation in the chemical composition of the kiln feed. Published: May 19, 2020 This variation in chemical composition is related to raw mix control and the homogenization process. To ensure a constant quality of the product and maintain a stable and continuous operation of the kiln, the attention must be paid to storage and homogenization of raw materials and kiln feed. Due to variations in the kiln feed chemical compositions that affect its burn ability and the fuel consumption. The objective of this research paper is to provide solutions of the problems occurring in well burned clinker through stable kiln operation and efficient cooler heat transfer. The quality of cement is assessed typically from its -
The Campus Sexual Assault (CSA) Study Author(S): Christopher P
The author(s) shown below used Federal funds provided by the U.S. Department of Justice and prepared the following final report: Document Title: The Campus Sexual Assault (CSA) Study Author(s): Christopher P. Krebs, Ph.D. ; Christine H. Lindquist, Ph.D. ; Tara D. Warner, M.A. ; Bonnie S. Fisher, Ph.D. ; Sandra L. Martin, Ph.D. Document No.: 221153 Date Received: December 2007 Award Number: 2004-WG-BX-0010 This report has not been published by the U.S. Department of Justice. To provide better customer service, NCJRS has made this Federally- funded grant final report available electronically in addition to traditional paper copies. Opinions or points of view expressed are those of the author(s) and do not necessarily reflect the official position or policies of the U.S. Department of Justice. This document is a research report submitted to the U.S. Department of Justice. This report has not been published by the Department. Opinions or points of view expressed are those of the author(s) and do not necessarily reflect the official position or policies of the U.S. Department of Justice. October 2007 The Campus Sexual Assault (CSA) Study Final Report NIJ Grant No. 2004-WG-BX-0010 Performance Period: January 2005 through December 2007 Prepared for National Institute of Justice 810 Seventh Street, NW Washington, DC 20001 Prepared by Christopher P. Krebs, Ph.D. Christine H. Lindquist, Ph.D. Tara D. Warner, M.A. RTI International 3040 Cornwallis Road Research Triangle Park, NC 27709 Bonnie S. Fisher, Ph.D. University of Cincinnati Sandra L. -
Global Analysis of Protein Folding Thermodynamics for Disease State Characterization
Global Analysis of Protein Folding Thermodynamics for Disease State Characterization and Biomarker Discovery by Jagat Adhikari Department of Biochemistry Duke University Date:_______________________ Approved: ___________________________ Michael C. Fitzgerald, Supervisor ___________________________ Kenneth Kreuzer ___________________________ Terrence G. Oas ___________________________ Jiyong Hong ___________________________ Seok-Yong Lee Dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in the Department of Biochemistry in the Graduate School of Duke University 2015 ABSTRACT Global Analysis of Protein Folding Thermodynamics for Disease State Characterization and Biomarker Discovery by Jagat Adhikari Department of Biochemistry Duke University Date:_______________________ Approved: ___________________________ Michael C. Fitzgerald, Supervisor ___________________________ Kenneth Kreuzer ___________________________ Terrence G. Oas ___________________________ Jiyong Hong ___________________________ Seok-Yong Lee An abstract of a dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in the Department of Biochemistry in the Graduate School of Duke University 2015 Copyright by Jagat Adhikari 2015 Abstract Protein biomarkers can facilitate the diagnosis of many diseases such as cancer and they can be important for the development of effective therapeutic interventions. Current large-scale biomarker discovery and disease state characterization -
Separate Calcination in Cement Clinker Production
Separate Calcination in Cement Clinker Production A laboratory scale study on how an electrified separate calcination step affects the phase composition of cement clinker Amanda Vikström Master thesis, 30 hp M.Sc. in Energy Engineering, 300 hp Department of Applied Physics and Electronics, Spring term 2021 Separate Calcination in Cement Clinker Production A laboratory scale study on how an electrified separate calcination step affects the phase composition of cement clinker Amanda Vikström [email protected] Master Thesis in Energy Engineering Department of Applied Physics and Electronics Umeå University Examiner: Robert Eklund Supervisors: Matias Eriksson, José Aguirre Castillo and Bodil Wilhelmsson Performed in collaboration with Cementa AB and the Centre for Sustainable Cement and Quicklime Production at Umeå University 31 may 2021 Abstract Cement production is responsible for around 7% of the global anthropogenic carbon dioxide emissions. More than half of these emissions are due to the unavoidable release of carbon dioxide upon thermal decomposition of the main raw material limestone. Many different options for carbon capture are currently being investigated to lower emissions, and one potential route to facilitate carbon capture could be the implementation of an electrified separate calcination step. However, potential effects on the phase composition of cement clinker need to be investigated, which is the aim of the present study. Phases of special interest are alite, belite, aluminate, ferrite, calcite, and lime. The phase composition during clinker formation was examined through HT-XRD lab-scale experiments, allowing the phase transformations to be observed in situ. Two different methods of separate calcination were investigated, one method in which the raw meal was calcined separately, and one method where the limestone was calcined separately. -
Equivalent Cement Clinker Obtained by Indirect Mechanosynthesis Process
materials Article Equivalent Cement Clinker Obtained by Indirect Mechanosynthesis Process Rabah Hamzaoui * and Othmane Bouchenafa * Institut de Recherche en Constructibilité IRC, ESTP, Université Paris-Est, 28 Avenue du Président Wilson, 94234 Cachan, France * Correspondence: [email protected] (R.H.); [email protected] (O.B.); Tel.: +33149080334 (R.H.); +33149082327 (O.B.) Received: 23 September 2020; Accepted: 6 November 2020; Published: 9 November 2020 Abstract: The aim of this work is to study the heat treatment effect, milling time effect and indirect mechanosynthesis effect on the structure of the mixture limestone/clay (kaolinite). Indirect mechanosynthesis is a process that combines between mechanical activation and heat treatment at 900 ◦C. XRD, TGA, FTIR and particle size distribution analysis and SEM micrograph are used in order to follow thermal properties and structural modification changes that occur. It is shown that the indirect mechanosynthesis process allows the formation of the equivalent clinker in powder with the main constituents of the clinker (Alite C3S, belite C2S, tricalcium aluminate C3A and tetracalcium aluminoferrite C4AF) at 900 ◦C, whereas, these constituents in the conventional clinker are obtained at 1450 ◦C. Keywords: cement clinker; clinkerization; indirect mechanosynthesis; nanostructured materials; crystalline structures 1. Introduction Portland cement is manufactured from raw material obtained by mixing and grinding limestone and minerals rich in silica and alumina (clay or kaolin) and other additives. This mixture is then calcined at 1450 ◦C to obtain the clinker. The clinker is finely crushed and blended with a source of sulfate (gypsum or anhydrite) and other minerals to form the cement [1]. However, the production of cement is responsible for high energy consumption. -
Delayed Ettringite Formation
Ettringite Formation and the Performance of Concrete In the mid-1990’s, several cases of premature deterioration of concrete pavements and precast members gained notoriety because of uncertainty over the cause of their distress. Because of the unexplained and complex nature of several of these cases, considerable debate and controversy have arisen in the research and consulting community. To a great extent, this has led to a misperception that the problems are more prevalent than actual case studies would indicate. However, irrespective of the fact that cases of premature deterioration are limited, it is essential to address those that have occurred and provide practical, technically sound solutions so that users can confidently specify concrete in their structures. Central to the debate has been the effect of a compound known as ettringite. The objectives of this paper are: Fig. 1. Portland cements are manufactured by a process that combines sources of lime (such as limestone), silica and • to define ettringite and its form and presence in concrete, alumina (such as clay), and iron oxide (such as iron ore). Appropriately proportioned mixtures of these raw materials • to respond to questions about the observed problems and the are finely ground and then heated in a rotary kiln at high various deterioration mechanisms that have been proposed, and temperatures, about 1450 °C (2640 °F), to form cement compounds. The product of this process is called clinker • to provide some recommendations on designing for durable (nodules at right in above photo). After cooling, the clinker is concrete. interground with about 5% of one or more of the forms of Because many of the questions raised relate to cement character- calcium sulfate (gypsum shown at left in photo) to form portland cement. -
Evaluating Nonpoint Source Critical Source Area Contributions at the Watershed Scale
TECHNICAL REPORTS:TECHNICAL SURFACE REPORTS WATER QUALITY Evaluating Nonpoint Source Critical Source Area Contributions at the Watershed Scale Michael J. White* USDA-ARS Daniel E. Storm and Philip R. Busteed Oklahoma State University Scott H. Stoodley AMEC Earth & Environmental Shannon J. Phillips Oklahoma Conservation Commission Areas with disproportionately high pollutant losses (i.e., ater quality impairment due to sediment and nutrients is a critical source areas [CSAs]) have been widely recognized as serious problem in the USA. In 2002, 45% of streams and priority areas for the control of nonpoint-source pollution. Th e W identifi cation and evaluation of CSAs at the watershed scale rivers and 47% of lakes and reservoirs were listed as impaired and allows state and federal programs to implement soil and water unable to support their designated uses (USEPA, 2007). Agricultural conservation measures where they are needed most. Despite production is the leading source of impairment for streams and rivers many potential advantages, many state and federal conservation in the USA (USEPA, 2007). Conservation practices can signifi cantly programs do not actively target CSAs. Th ere is a lack of reduce nonpoint-source pollution, but to be eff ective, appropriate research identifying the total CSA pollutant contribution at the watershed scale, and there is no quantitative assessment practices must be located to prevent the mobilization of pollutants or of program eff ectiveness if CSAs are actively targeted. Th e intercept them en route to streams. Th e placement of these practices purpose of this research was to identify and quantify sediment within a watershed signifi cantly infl uences their overall eff ectiveness and total phosphorus loads originating from CSAs at the (Gitau et al., 2004). -
Reactions Accompanying Stabilization of Clay with Cement A
Reactions Accompanying Stabilization Of Clay with Cement A. HERZOG, Senior Lecturer in Civil Engineering, University of New South Wales, Newcastle, Australia, and J. K. :MITCHELL, Assistant Professor of Civil Engineering, and Assistant Research Engineer, Institute of Transportation and Traffic Engineering, University of California, Berkeley This paper reports the results of an investigation aimed at de lineating the nature of the reactions accompanying the stabili zation of clay with portland cement. Consideration of the nature of cement hydration, the physico-chemical character istics of clays and lime-clay interaction leads to the hypothesis that during the hydration of a clay-cement mixture, hydrolysis and hydration of cement could be regarded as primary reac tions which form usual cement hydration products, increase the pH, and liberate lime. The high pH and Ca(OHh concen tration could initiate attack of the clay particles and also cause breakdown of amorphous silica and alumina which then could combine with calcium to form secondary cementitious material. A clay-cement skeleton and a clay matrix are likely. Mechanical, X-ray diffraction, and chemical tests on kao linite and montmorillonite stabilized with portland cement and with pure tricalcium silicate (C3S), the major strength-producing compound in portland cement, gave results in agreement with this hypothesis. Compacted clay-cement mixtures were cured at 100 percent relative humidity and at 60 C (to accelerate hardening) and studied at different times after molding. X-ray analyses showed that calcium hydroxide was formed in hydrat ing clay-cement, but was rapidly used up in reaction with the clay. Minor alteration of the kaolinite-cement X-ray pattern and marked alteration of the montmorillonite-cement X-ray pattern were indicated after curing periods of 12 weeks, sug gesting clay mineral structure breakdown and/or interaction with cement at particle surfaces. -
Morphological Analysis of White Cement Clinker Minerals: Discussion on the Crystallization-Related Defects
Hindawi Publishing Corporation International Journal of Analytical Chemistry Volume 2016, Article ID 1259094, 10 pages http://dx.doi.org/10.1155/2016/1259094 Research Article Morphological Analysis of White Cement Clinker Minerals: Discussion on the Crystallization-Related Defects Mohamed Benmohamed,1,2 Rabah Alouani,2 Amel Jmayai,1 Abdesslem Ben Haj Amara,1 and Hafsia Ben Rhaiem1 1 UR05/13-01, Physique des Materiaux´ Lamellaires et Nanomateriaux´ Hybrides (PMLNMH), Faculte´ des Sciences de Bizerte, 7021 Zarzouna, Tunisia 2Departement´ de Geologie,´ Faculte´ des Sciences de Bizerte, Zarzouna, 7021 Bizerte, Tunisia Correspondence should be addressed to Mohamed Benmohamed; [email protected] Received 23 January 2016; Accepted 28 April 2016 Academic Editor: Valentina Venuti Copyright © 2016 Mohamed Benmohamed et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. The paper deals with a formation of artificial rock (clinker). Temperature plays the capital role in the manufacturing process. So, itis useful to analyze a poor clinker to identify the different phases and defects associated with their crystallization. X-ray fluorescence spectroscopy was used to determine the clinker’s chemical composition. The amounts of the mineralogical phases are measured by quantitative XRD analysis (Rietveld). Scanning electron microscopy (SEM) was used to characterize the main phases of white Portland cement clinker and the defects associated with the formation of clinker mineral elements. The results of a study which focused on the identification of white clinker minerals and defects detected in these noncomplying clinkers such as fluctuation of the amount of the main phases (alite (C3S) and belite (C2S)), excess of the free lime, occurrence of C3S polymorphs, and occurrence of moderately-crystallized structures are presented in this paper. -
CSA B52HB:20 a Practical Handbook for Implementing CSA B52:18, Mechanical Refrigeration Code
A practical handbook for implementing CSA B52:18, Mechanical refrigeration code CSA B52HB:20 Legal Notice This document is provided by the Canadian Standards Association (operating as “CSA Group”) as a convenience only. Disclaimer and exclusion of liability This document is provided without any representations, warranties, or conditions of any kind, express or implied, including, without limitation, implied warranties or conditions concerning this document’s fitness for a particular purpose or use, its merchantability, or its noninfringement of any third party’s intellectual property rights. CSA Group does not warrant the accuracy, completeness, or currency of any of the information published in this document. CSA Group makes no representations or warranties regarding this document’s compliance with any applicable statute, rule, or regulation. IN NO EVENT SHALL CSA GROUP, ITS VOLUNTEERS, MEMBERS, SUBSIDIARIES, OR AFFILIATED COMPANIES, OR THEIR EMPLOYEES, DIRECTORS, OR OFFICERS, BE LIABLE FOR ANY DIRECT, INDIRECT, OR INCIDENTAL DAMAGES, INJURY, LOSS, COSTS, OR EXPENSES, HOWSOEVER CAUSED, INCLUDING BUT NOT LIMITED TO SPECIAL OR CONSEQUENTIAL DAMAGES, LOST REVENUE, BUSINESS INTERRUPTION, LOST OR DAMAGED DATA, OR ANY OTHER COMMERCIAL OR ECONOMIC LOSS, WHETHER BASED IN CONTRACT, TORT (INCLUDING NEGLIGENCE), OR ANY OTHER THEORY OF LIABILITY, ARISING OUT OF OR RESULTING FROM ACCESS TO OR POSSESSION OR USE OF THIS DOCUMENT, EVEN IF CSA GROUP HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES, INJURY, LOSS, COSTS, OR EXPENSES. In publishing and making this document available, CSA Group is not undertaking to render professional or other services for or on behalf of any person or entity or to perform any duty owed by any person or entity to another person or entity. -
Machine Learning Enables Prompt Prediction of Hydration Kinetics Of
www.nature.com/scientificreports OPEN Machine learning enables prompt prediction of hydration kinetics of multicomponent cementitious systems Jonathan Lapeyre1, Taihao Han1, Brooke Wiles1, Hongyan Ma2, Jie Huang3, Gaurav Sant4 & Aditya Kumar1* Carbonaceous (e.g., limestone) and aluminosilicate (e.g., calcined clay) mineral additives are routinely used to partially replace ordinary portland cement in concrete to alleviate its energy impact and carbon footprint. These mineral additives—depending on their physicochemical characteristics—alter the hydration behavior of cement; which, in turn, afects the evolution of microstructure of concrete, as well as the development of its properties (e.g., compressive strength). Numerical, reaction- kinetics models—e.g., phase boundary nucleation-and-growth models; which are based partly on theoretically-derived kinetic mechanisms, and partly on assumptions—are unable to produce a priori prediction of hydration kinetics of cement; especially in multicomponent systems, wherein chemical interactions among cement, water, and mineral additives occur concurrently. This paper introduces a machine learning-based methodology to enable prompt and high-fdelity prediction of time-dependent hydration kinetics of cement, both in plain and multicomponent (e.g., binary; and ternary) systems, using the system’s physicochemical characteristics as inputs. Based on a database comprising hydration kinetics profles of 235 unique systems—encompassing 7 synthetic cements and three mineral additives with disparate physicochemical attributes—a random forests (RF) model was rigorously trained to establish the underlying composition-reactivity correlations. This training was subsequently leveraged by the RF model: to predict time-dependent hydration kinetics of cement in new, multicomponent systems; and to formulate optimal mixture designs that satisfy user-imposed kinetics criteria.