The Hydration of Β- and Α′H‑Dicalcium Silicates
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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. -
Alkali-Silica Reactivity: an Overview of Research
SHRP-C-342 Alkali-Silica Reactivity: An Overview of Research Richard Helmuth Construction Technology Laboratories, Inc. With contributions by: David Stark Construction Technology Laboratories, Inc. Sidney Diamond Purdue University Micheline Moranville-Regourd Ecole Normale Superieure de Cachan Strategic Highway Research Program National Research Council Washington, DC 1993 Publication No. SHRP-C-342 ISBN 0-30cL05602-0 Contract C-202 Product No. 2010 Program Manager: Don M. Harriott Project Maxtager: Inam Jawed Program AIea Secretary: Carina Hreib Copyeditor: Katharyn L. Bine Brosseau May 1993 key words: additives aggregate alkali-silica reaction cracking expansion portland cement concrete standards Strategic Highway Research Program 2101 Consti!ution Avenue N.W. Washington, DC 20418 (202) 334-3774 The publicat:Lon of this report does not necessarily indicate approval or endorsement by the National Academy of Sciences, the United States Government, or the American Association of State Highway and Transportation Officials or its member states of the findings, opinions, conclusions, or recommendations either inferred or specifically expressed herein. ©1993 National Academy of Sciences 1.5M/NAP/593 Acknowledgments The research described herein was supported by the Strategic Highway Research Program (SHRP). SHRP is a unit of the National Research Council that was authorized by section 128 of the Surface Transportation and Uniform Relocation Assistance Act of 1987. This document has been written as a product of Strategic Highway Research Program (SHRP) Contract SHRP-87-C-202, "Eliminating or Minimizing Alkali-Silica Reactivity." The prime contractor for this project is Construction Technology Laboratories, with Purdue University, and Ecole Normale Superieure de Cachan, as subcontractors. Fundamental studies were initiated in Task A. -
Charlesite, a New Mineral of the Ettringite Group, from Franklin, New Jersey
American Mineralogist, Volume 68, pages 1033-1037,1983 Charlesite, a new mineral of the ettringite group, from Franklin, New Jersey PBre J. DuxN Department of Mineral Sciences SmithsonianInstitution, Washington,D. C. 20560 DoNero R. Peecon Department of GeologicalSciences University of Michigan, Ann Arbor, Michigan 48109 PBrnn B. LBavBNs Departmentof Geology Universityof Delaware, Newark, Delaware l97ll eNo JonN L. Beuu Franklin Mineral Museum Franklin. New Jersey 07416 Abstract Charlesite,ideally C4(AI,Si)z(SO4)2(B(OH)4)(OH,O)r2.26H2Ois a member of the ettrin- gite group from Franklin, New Jersey, and is the Al analogueof sturmanite. Chemical analysisyielded CaO27.3, Al2O3 5.1, SiO2 3.1, SO3 12.8,B2o33.2, H2O 48.6, sum : 100.1 percent.-Charlesiteis hexagonal,probable spacegroup P3lc, with a = ll.16(l), c = 21.21(2)4. The strongest lines in the X-ray powder difraction pattern (d, IlIo, hkl) are: 9.70,100, 100;5.58, 80, 110;3.855,80, ll4;2.749,70,304;2.538,70,126;2.193,70,2261 404. Charlesite occurs as simple hexagonal crystals tabular on {0001} and has a perfect {10T0}cleavage. The densityis 1.77glcm3 (obs.) and 1.79glcms (calc.). Optically, charlesite is uniaxial( -) with a : | .492(3)and e : 1.475(3).It occurswith clinohedrite,ganophyllite, xonotlite, prehnite, roeblingite and other minerals in severalparageneses at Franklin, New Jersey. Charlesite is named in honor of the late Professor Charles Palache. Introduction were approved, prior to publication, by the Commission Minerals and Mineral Names. I. M. A. The An ettringite-like mineral was first described from on New specimenwas divided into three portions. -
Minerals in Cement Chemistry: a Single-Crystal Neutron Diffraction and Raman
American Mineralogist, Volume 97, pages 1060–1069, 2012 Minerals in cement chemistry: A single-crystal neutron diffraction and Raman spectroscopic study of thaumasite, Ca3Si(OH)6(CO3)(SO4)·12H2O G. DIEGO GATTA,1,2,* GARRY J. MCINTYRE,3 JULIA G. SWANSON,4 AND STEVEN D. JACOBSEN4 1Dipartimento di Scienze della Terra, Universita’ degli Studi di Milano, Via Botticelli 23, I-20133 Milano, Italy 2CNR-Istituto per la Dinamica dei Processi Ambientali, Milano, Italy 3The Bragg Institute, Australian Nuclear Science and Technology Organisation, Locked Bag 2001, Kirrawee DC, New South Wales 2232, Australia 4Department of Earth and Planetary Sciences, Northwestern University, Evanston, Illinois 60208, U.S.A. ABSTRACT Thaumasite, Ca3Si(OH)6(CO3)(SO4)⋅12H2O, is recognized as a secondary-alteration mineral and indicator of sulfate attack in Portland cement in contact with sulfate-rich groundwater, especially in cold regions. The hydrogen positions in thaumasite have been determined from single-crystal neutron diffraction structure refinements at 300 and 22 K. No phase transitions occur within the temperature range investigated. The structure of thaumasite is largely held together by hydrogen bonding. The major structural units [CO3 groups, SO4 tetrahedra, Si(OH)6 octahedra, and Ca(OH)4(H2O)4 polyhe- dra] are interconnected via 10 distinct hydrogen bonds. Analysis of the difference-Fourier maps of the nuclear density reveals the positions of all 10 hydrogen atoms in the structure, and the hydrogen bonding becomes shorter (stronger) upon decreasing temperature to 22 K. The SO4 tetrahedron ex- pands upon decreasing temperature (i.e., negative thermal expansion at the molecular level), driven 4+ by shortening of the hydrogen bonding between [Ca3Si(OH)6(H2O)12] columns. -
Effect of Mgo Additive on Volumetric Expansion of Self-Degradable
Effect of MgO Additive on Volumetric Expansion ofSelf-degradable Cements Prepared for The U.S. Department of Energy Energy Efficiency and Renewable Energy Geothermal Technologies Program 1000 Independence Avenue SW Washington, D.C. 20585 Prepared hy Toshifumi Sugama, John Warren, and Thomas Butcher Sustainable Energy Technologies Department Brookhaven National Laboratory Upton, NY 11973-5000 Septemher 2011 Notice: This manuscript has been authored by employee of Brookhaven Science Associates, LLC under Contract No. DE-AC02-98CH t0886 with the U.S. Department of Energy. The publisher by accepting the manuscript for publication acknowledges that the United States Government retains a non.exclusjv~ paid-up, irrevocable, world·wide license to publish or reproduce the published form of this manuscript, or allow others to do so, for the United States Government purposes. DISCLAIMER This work was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, nor any of their contractors, subcontractors or their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or any third party’s use or the results of such use of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any agency thereof or its contractors or subcontractors. -
The Conversion of Wollastonite to Caco3 Considering Its Use for CCS Application As Cementitious Material
applied sciences Article The Conversion of Wollastonite to CaCO3 Considering Its Use for CCS Application as Cementitious Material Kristoff Svensson *, Andreas Neumann, Flora Feitosa Menezes, Christof Lempp and Herbert Pöllmann Institute for Geosciences and Geography, Martin-Luther-University of Halle-Wittenberg, Von-Seckendorff-Platz 3, 06120 Halle (Saale), Germany; [email protected] (A.N.); fl[email protected] (F.F.M.); [email protected] (C.L.); [email protected] (H.P.) * Correspondence: [email protected]; Tel.: +49-345-55-26138 Received: 21 December 2017; Accepted: 8 February 2018; Published: 20 February 2018 Featured Application: Building materials and CCS. Abstract: The reaction of wollastonite (CaSiO3) with CO2 in the presence of aqueous solutions (H2O) and varied temperature conditions (296 K, 323 K, and 333 K) was investigated. The educts (CaSiO3) and the products (CaCO3 and SiO2) were analyzed by scanning electron microscopy (SEM), powder X-ray diffraction (PXRD), and differential scanning calorimetry with thermogravimetry coupled with a mass spectrometer and infrared spectrometer (DSC-TG/MS/IR). The reaction rate increased significantly at higher temperatures and seemed less dependent on applied pressure. It could be shown that under the defined conditions wollastonite can be applied as a cementitious material for sealing wells considering CCS applications, because after 24 h the degree of conversion from CaSiO3 to CaCO3 at 333 K was very high (>90%). As anticipated, the most likely application of wollastonite as a cementitious material in CCS would be for sealing the well after injection of CO2 in the reservoir. -
Calcium Silicate Hydrate Characterization by Spectroscopic Techniques
CALCIUM SILICATE HYDRATE CHARACTERIZATION BY SPECTROSCOPIC TECHNIQUES Moisés Martín-Garridoa, Sagrario Martínez-Ramíreza, Gloria Pérezb, Ana Guerrerob aINSTITUTE FOR THE STRUCTURE OF THE MATTER (IEM-CSIC), MADRID, SPAIN. bEDUARDO TORROJA INSTITUTE FOR CONSTRUCTION SCIENCE (IETCC- CSIC), MADRID, SPAIN. 1. INTRODUCTION Calcium silicate are present in the binder of many mortars used in the Cultural Heritage, such as lime-pozzolan mortars or hydraulic mortars. After hydration the calcium silicate give rise to an amorphous hydrated calcium silicate (called C-S-H† gel) whose structure resembles that of the tobermorite and jenite minerals. However, while the C-S-H gel has no well-defined stoichiometry, the other two minerals are crystalline with a well-established chemical formula, Ca5Si6O16(OH)2·4H2O for tobermorite and Ca9Si6O18(OH)6·8H2O for jenite. Both minerals have a Ca/Si ratio of 0.83 and 1.5 respectively, while the C-S-H gel has a variable stoichiometry, presenting Ca/Si relations ranging from 0.5 to 2.1. C-S-H gel can be prepared by different methods, including i) hydrothermal reaction1 of CaO and SiO2, ii) aqueous reaction of CaO and SiO2, iii) aqueous reaction of 2 Ca(NO3)2·4H2O and Na2SiO3∙5H2O (double decomposition method ), and iv) 3 mechanochemical reaction of CaO and SiO2. Different preparation methods lead to variations in structure of C-S-H. Some disadvantages come from hydrothermal and mechanochemical synthesis since they need a long time to assess the complete hydration of the SiO2 and CaO compounds; furthermore, portlandite is formed as a secondary reaction product. Due to the low crystallinity of C-S-H gel, spectroscopic techniques such as Micro- Raman; Fourier Transformed Infrared (FT-IR) and Nuclear magnetic Resonance (NMR) are the most suitable methods to characterize the structure of the compound. -
Faculty of Science Internal Bylaw of Graduate Studies "Program Curricula and Course Contents" 2016
. Faculty of Science Internal Bylaw of Graduate Studies "Program Curricula and Course Contents" 2016 Table of Contents Page 1-Mathematics Department Mathematics Programs 1 Diplomas Professional Diploma in Applied Statistics 2 Professional Diploma in Bioinformatics 3 M.Sc. Degree M.Sc. Degree in Pure Mathematics 4 M.Sc. Degree in Applied Mathematics 5 M.Sc. Degree in Mathematical Statistics 6 M.Sc. Degree in Computer Science 7 M.Sc. Degree in Scientific Computing 8 Ph.D. Degree Ph. D. Degree in Pure Mathematics 9 Ph. D Degree in Applied Mathematics 10 Ph. D. Degree in Mathematical Statistics 11 Ph. D Degree in Computer Science 12 Ph. D Degree in Scientific Computing 13 2- Physics Department Physics Programs 14 Diplomas Diploma in Medical Physics 15 M.Sc. Degree M.Sc. Degree in Solid State Physics 16 M.Sc. Degree in Nanomaterials 17 M.Sc. Degree in Nuclear Physics 18 M.Sc. Degree in Radiation Physics 19 M.Sc. Degree in Plasma Physics 20 M.Sc. Degree in Laser Physics 21 M.Sc. Degree in Theoretical Physics 22 M.Sc. Degree in Medical Physics 23 Ph.D. Degree Ph.D. Degree in Solid State Physics 24 Ph.D. Degree in Nanomaterials 25 Ph.D. Degree in Nuclear Physics 26 Ph.D. Degree in Radiation Physics 27 Ph.D. Degree in Plasma Physics 28 Ph.D. Degree in Laser Physics 29 Ph.D. Degree in Theoretical Physics 30 3- Chemistry Department Chemistry Programs 31 Diplomas Professional Diploma in Biochemistry 32 Professional Diploma in Quality Control 33 Professional Diploma in Applied Forensic Chemistry 34 Professional Diploma in Applied Organic Chemistry 35 Environmental Analytical Chemistry Diploma 36 M.Sc. -
Production and Hydration of Calcium Sulfoaluminate-Belite Cements Derived from Aluminium Anodising Sludge
This is a repository copy of Production and hydration of calcium sulfoaluminate-belite cements derived from aluminium anodising sludge. White Rose Research Online URL for this paper: http://eprints.whiterose.ac.uk/103378/ Version: Accepted Version Article: da Costa, E.B., Rodríguez, E.D., Bernal, S. et al. (3 more authors) (2016) Production and hydration of calcium sulfoaluminate-belite cements derived from aluminium anodising sludge. Construction and Building Materials, 122. pp. 373-383. ISSN 0950-0618 https://doi.org/10.1016/j.conbuildmat.2016.06.022 Reuse This article is distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivs (CC BY-NC-ND) licence. This licence only allows you to download this work and share it with others as long as you credit the authors, but you can’t change the article in any way or use it commercially. More information and the full terms of the licence here: https://creativecommons.org/licenses/ Takedown If you consider content in White Rose Research Online to be in breach of UK law, please notify us by emailing [email protected] including the URL of the record and the reason for the withdrawal request. [email protected] https://eprints.whiterose.ac.uk/ Preprint of a paper published in Construction and Building Materials, 122(2016):373-383. Version of record is available at http://dx.doi.org/10.1016/j.conbuildmat.2016.06.022 1 Production and hydration of calcium sulfoaluminate-belite 2 cements derived from aluminium anodising sludge 3 Eugênio Bastos da Costa1, Erich D. Rodríguez1,2*, Susan A. -
The Comparative Effects of Calcium Carbonate and of Calcium Silicate on the Yield of Sudan Grass Grown in a Ferruginous Latosol and a Hydrol Humic Latosol
TECHNICAL BULLETIN No. 53 JUNE 1963 The Comparative Effects of Calcium Carbonate and of Calcium Silicate on the Yield of Sudan Grass Grown in a Ferruginous Latosol and a Hydrol Humic Latosol N. H. MONTEITH and G. DONALD SHERMAN HAWAII AGRICULTURAL EXPERIMENT STATION, UNIVERSITY OF HAWAII The Comparative Effects of Calcium Carbonate and of Calcium Silicate on the Yield of Sudan Grass Grown in a Ferruginous Latosol and a Hydrol Humic Latosol N. H. MONTEITH and G. DONALD SHERMAN UNIVERSITY OF HAWAII COLLEGE OF TROPICAL AGRICULTURE HAWAII AGRICULTURAL EXPERIMENT STATION HONOLULU, H AWAII J UNE 1963 T ECIINICAL B ULLETIN No. 53 ACKNOWLEDGMENT The authors gra tcfully acknow ledge the assistance of the staff of th e Experiment Station of the H awaii an Sugar Planters' Association in pro viding greenhouse, photographic, and laboratory facilities, and for advice on sta tistical and analytical methods. Research funds on this proj ect were pro vid ed by the Hawaiian Sugar Planters' Association Experiment Station under a coope rative research agreemcnt with the Department of Agronomy and Soil Science. Funds and materials we re also provided by the Tenn essee Valley Authority, Contract No. TV21132A. THE AUTHORS N. H. MONTEITH was In structor in Agricultur e, University of Hawaii, 1961-1962. DR. G. DONALD SHERMAN, Associate Director of the Hawaii Agricultural Experiment Station, is Senior Soil Scientist at the Hawaii Agricultural Ex periment Station and Senior Professor of Soil Science, University of Hawaii. CONTENTS PAGE INTRODUcrION 5 LITERAT UHE REVIEW 5 Effect of Calcium Carbonate on Phosphorus Availability 5 Effect of Calcium Carbonate on Other Factors 7 Effect of Calcium Silicate on Phosphorus Availability 8 Effect of Calcium Silicate on Other Factors 8 EXPEmMENTAL PROCEDUHES 9 Soils . -
Bentorite Ca6(Cr, Al)2(SO4)3(OH)12 • 26H2O C 2001-2005 Mineral Data Publishing, Version 1
Bentorite Ca6(Cr, Al)2(SO4)3(OH)12 • 26H2O c 2001-2005 Mineral Data Publishing, version 1 Crystal Data: Hexagonal. Point Group: 6/m 2/m 2/m. As stout hexagonal prisms, {1010}, {1011}, {0001}, to 0.25 mm; commonly in fibrous masses, granular aggregates, and thin films. Twinning: On {1010} as composition plane. Physical Properties: Cleavage: {1010}, perfect; {0001}, distinct. Hardness = 2 D(meas.) = 2.025 D(calc.) = 2.021 Optical Properties: Transparent. Color: Bright violet. Streak: Very pale violet. Luster: Vitreous. Optical Class: Uniaxial (+). Pleochroism: O = nearly colorless; E = pale violet. Absorption: O < E. ω = 1.478(2) = 1.484(2) Cell Data: Space Group: P 63/mmc. a = 22.35 c = 21.41 Z = 8 X-ray Powder Pattern: Hatrurim Formation, Israel. 9.656 (100), 5.592 (40), 1.942 (20), 3.60 (10), 3.23 (10), 2.772 (10), 3.89 (8) Chemistry: (1) SO3 14.99 CO2 6.70 SiO2 2.50 Al2O3 1.01 Fe2O3 0.10 Cr2O3 7.48 MgO 0.00 CaO 29.90 H2O 37.70 Total 100.38 (1) Hatrurim Formation, Israel; by AA, SO3 by gravimetric analysis, CO2 and H2O by TGA; after deduction of CaO and CO2 as calcite and CaO, SiO2, H2O as truscottite, the remainder 3+ • (about 80%) corresponds to Ca5.88(Cr1.61Al0.32Fe0.02)Σ=1.95(S1.02O4)3.00(OH)11.97 28.06H2O. Mineral Group: Ettringite group. Occurrence: In low-temperature hydrothermal veins in black calcite–spurrite marble. Association: Calcite, thaumasite, truscottite, vaterite, jennite, tobermorite, brownmillerite, mayenite, melnikovite, “chlorite”. Distribution: In a marble quarry in the Hatrurim Formation, near the Arad-Sodom road, Negev Desert, Israel. -
Ehealth DSI [Ehdsi V2.2.2-OR] Ehealth DSI – Master Value Set
MTC eHealth DSI [eHDSI v2.2.2-OR] eHealth DSI – Master Value Set Catalogue Responsible : eHDSI Solution Provider PublishDate : Wed Nov 08 16:16:10 CET 2017 © eHealth DSI eHDSI Solution Provider v2.2.2-OR Wed Nov 08 16:16:10 CET 2017 Page 1 of 490 MTC Table of Contents epSOSActiveIngredient 4 epSOSAdministrativeGender 148 epSOSAdverseEventType 149 epSOSAllergenNoDrugs 150 epSOSBloodGroup 155 epSOSBloodPressure 156 epSOSCodeNoMedication 157 epSOSCodeProb 158 epSOSConfidentiality 159 epSOSCountry 160 epSOSDisplayLabel 167 epSOSDocumentCode 170 epSOSDoseForm 171 epSOSHealthcareProfessionalRoles 184 epSOSIllnessesandDisorders 186 epSOSLanguage 448 epSOSMedicalDevices 458 epSOSNullFavor 461 epSOSPackage 462 © eHealth DSI eHDSI Solution Provider v2.2.2-OR Wed Nov 08 16:16:10 CET 2017 Page 2 of 490 MTC epSOSPersonalRelationship 464 epSOSPregnancyInformation 466 epSOSProcedures 467 epSOSReactionAllergy 470 epSOSResolutionOutcome 472 epSOSRoleClass 473 epSOSRouteofAdministration 474 epSOSSections 477 epSOSSeverity 478 epSOSSocialHistory 479 epSOSStatusCode 480 epSOSSubstitutionCode 481 epSOSTelecomAddress 482 epSOSTimingEvent 483 epSOSUnits 484 epSOSUnknownInformation 487 epSOSVaccine 488 © eHealth DSI eHDSI Solution Provider v2.2.2-OR Wed Nov 08 16:16:10 CET 2017 Page 3 of 490 MTC epSOSActiveIngredient epSOSActiveIngredient Value Set ID 1.3.6.1.4.1.12559.11.10.1.3.1.42.24 TRANSLATIONS Code System ID Code System Version Concept Code Description (FSN) 2.16.840.1.113883.6.73 2017-01 A ALIMENTARY TRACT AND METABOLISM 2.16.840.1.113883.6.73 2017-01